AISC


3rd Edition Seismic Manual Interactive Reference List

Part 1: General Design Considerations

ACI (2014), Building Code Requirements for Structural Concrete, ACI 318-14, American Concrete Institute, Farmington Hills, MI.
Available at: www.concrete.org.

AISC (2016a), Specification for Structural Steel Buildings, ANSI/AISC 360-16, American Institute of Steel Construction, Chicago, IL.

AISC (2016b), Seismic Provisions for Structural Steel Buildings, ANSI/AISC 341-16, American Institute of Steel Construction, Chicago, IL.

AISC (2016c), Prequalified Connections for Special and Intermediate Steel Moment Frame for Seismic Applications, ANSI/AISC 358-16, American Institute of Steel Construction, Chicago, IL.

AISC (2016d), Code of Standard Practice for Steel Buildings and Bridges, ANSI/AISC 303-16, American Institute of Steel Construction, Chicago, IL.

AISC (2017), Steel Construction Manual, 15th Ed., American Institute of Steel Construction, Chicago, IL.

ASCE (2016), Minimum Design Loads and Associated Criteria for Buildings and Other Structures, ASCE/SEI 7-16, American Society of Civil Engineers, Reston, VA.
Available at: www.asce.org.

ASTM (2016), Standard Test Methods for Notched Bar Impact Testing of Metallic Materials, ASTM E23-16b, ASTM International, West Conshohocken, PA.
Available at: www.astm.org.

AWS (2007), Standard Symbols for Welding, Brazing, and Nondestructive Examination, AWS A2.4:2007, American Welding Society, Miami, FL.
Available at: www.aws.org.

AWS (2016), Structural Welding Code—Seismic Supplement, AWS D1.8/D1.8M:2016, American Welding Society, Miami, FL.
Available at: www.aws.org.

AWS (2015), Structural Welding Code—Steel, AWS D1.1/D1.1M:2015, American Welding Society, Miami, FL.
Available at: www.aws.org.

Chopra, A.K. (2016), Dynamics of Structures: Theory and Applications to Earthquake Engineering, 5th Ed., Prentice Hall, Upper Saddle River, NJ.
Available at: www.pearson.com.

Deierlein, G.G. and Noguchi, H. (2004), "Overview of US-Japan Research on the Seismic Design of Composite Reinforced Concrete and Steel Moment Frame Structures," Journal of Structural Engineering, ASCE, Vol. 130, No. 2, pp. 361–367.
Available at: http://cedb.asce.org.

FEMA (1994), NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, Washington, DC.
Available at: www.nibs.org.

FEMA (2015), NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, FEMA P-1050, Washington, DC.
Available at: www.fema.gov.

ICC (2018), International Building Code, International Code Council, Falls Church, VA.
Available at: www.iccsafe.org.

Parker, J.C. (2008), Façade Attachments to Steel-Framed Buildings, Design Guide 22, AISC, Chicago, IL.

RCSC (2014), Specification for Structural Joints Using High-Strength Bolts, Research Council on Structural Connections, AISC, Chicago, IL.

Ricles, J.M., Mao, C., Lu, L.W. and Fisher, J.W. (2003), "Ductile Details For Welded Unreinforced Moment Connections Subject To Inelastic Cyclic Loading," Journal of Engineering Structures, Elsevier, Vol. 25, pp. 667–680.
Available at: www.sciencedirect.com.

Viest, I.M., Colaco, J.P., Furlong, R.W., Griffis, L.G., Leon, R.T. and Wyllie, L.A., Jr. (1997), Composite Construction: Design for Buildings, McGraw-Hill/ASCE, Reston, VA.
This publication is not readily available.

Yamanouchi, H., Nishiyama, I. and Kobayashi, J. (1998), "Development and Usage of Composite and Hybrid Building Structure in Japan," ACI SP-174, ACI, pp. 151–174.
Available at: www.concrete.org.

Part 2: Analysis

ASCE (2017), Seismic Rehabilitation of Existing Buildings, ASCE 41-17, American Society of Civil Engineers, Reston, VA.
Available at: www.asce.org.

Carter, C.J. (2009), "Origins of R = 3," Proceedings of the 2009 Structures Congress, ASCE, Austin, TX, April 30–May 2, pp. 1–10.
Available at: www.asce.org.

Charney, F.A. and Marshall, J. (2006), "A Comparison of the Krawinkler and Scissors Models for Including Beam-Column Joint Deformations in the Analysis of Moment-Resisting Steel Frames," Engineering Journal, AISC, Vol. 43, No. 1, pp. 31–48.

Deierlein, G.G., Reinhorn, A.M. and Willford, M.R. (2010), "Nonlinear Structural Analysis for Seismic Design," NEHRP Seismic Design Technical Brief No. 4, NIST GCR 10-917-5, NEHRP Consultants Joint Venture, partnership of the Applied Technology Council and the Consortium of Universities for Research in Earthquake Engineering, NIST, Gaithersburg, MD.
Available at: www.nehrp.gov.

El-Tawil, S., Fortney, P., Harries, K., Shahrooz, B., Kurama, Y., Hassan, M. and Tong, X. (2009), Recommendations for Seismic Design of Hybrid Coupled Wall Systems, ASCE Special Publication, ASCE, Reston, VA.
Available at: www.asce.org.

FEMA (2000a), State of the Art Report on Systems Performance of Steel Moment Frames Subject to Earthquake Ground Shaking, FEMA 355C, prepared by the SAC Joint Venture for the Federal Emergency Management Agency, Washington, DC.
Available at: www.fema.gov.

FEMA (2000b), Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings, FEMA 350, Federal Emergency Management Agency, Washington, DC.
Available at: www.fema.gov.

FEMA (2009a), NEHRP Recommended Seismic Provisions for New Buildings and Other Structures, FEMA P-750, Federal Emergency Management Agency, Washington, DC.
Available at: www.nehrp.gov.

FEMA (2009b), Quantification of Building Seismic Performance Factors, FEMA P-695, Federal Emergency Management Agency, Washington, DC.
Available at: www.fema.gov.

Geschwindner, L.F. (2002), "A Practical Look at Frame Analysis, Stability and Leaning Columns," Engineering Journal, AISC, Vol. 39, No. 4, pp. 167–181.

Griffis, L.G. and White, D.W. (2013), Stability Design of Steel Buildings, Design Guide 28, AISC, Chicago, IL.

Hamburger, R.O., Krawinkler, H., Malley, J.O. and Adan, S.M. (2009), "Seismic Design of Steel Special Moment Frames: a Guide for Practicing Engineers," NIST GCR 09-917-3, NEHRP Seismic Design Technical Brief No. 2, NEHRP Consultants Joint Venture, partnership of the Applied Technology Council and the Consortium of Universities for Research in Earthquake Engineering, NIST, Gaithersburg, MD.
Available at: www.nehrp.gov.

Kersting, R.A., Fahnestock, L.A. and Lopez, W.A. (2015), "Seismic Design of Steel Buckling-Restrained Braced Frames," NIST GCR 15-917-34, NEHRP Seismic Design Technical Brief No. 11, NEHRP Consultants Joint Venture, partnership of the Applied Technology Council and the Consortium of Universities for Research in Earthquake Engineering, NIST, Gaithersburg, MD.
Available at: www.nehrp.gov.

Nair, S., Malley, J.O. and Hooper, J.D. (2011), "Design of Steel Buildings for Earthquake and Stability by Application of ASCE 7 and AISC 360," Engineering Journal, AISC, Vol. 48, No. 3, pp. 199–204.

NIST (2010), Evaluation of the FEMA P-695 Methodology for Quantification of Building Seismic Performance Factors, NIST GCR 10-917-8, NEHRP Consultants Joint Venture, partnership of the Applied Technology Council and the Consortium of Universities for Research in Earthquake Engineering, NIST, Gaithersburg, MD.
Available at: www.nehrp.gov.

NIST (2012), Tentative Framework for Development of Advanced Seismic Design Criteria for New Buildings, NIST GCR 12-917-20, NEHRP Consultants Joint Venture, partnership of the Applied Technology Council and the Consortium of Universities for Research in Earthquake Engineering, NIST, Gaithersburg, MD.
Available at: www.nehrp.gov.

PEER (2010), Seismic Design Guidelines for Tall Buildings, Pacific Earthquake Engineering Research Center, University of California at Berkeley, Berkeley, CA.
Available at: https://peer.berkeley.edu.

PEER/ATC (2010), Modeling and Acceptance Criteria for Seismic Design and Analysis of Tall Buildings, PEER/ATC 72-1 Report, Applied Technology Council, Redwood City, CA, October.
Available at: https://peer.berkeley.edu.

Sabelli, R. and Bruneau, M. (2006), Steel Plate Shear Walls, Design Guide 20, AISC, Chicago, IL.

Sabelli, R., Roeder, C.W. and Hajjar, J.F. (2013), "Seismic Design of Steel Special Concentrically Braced Frame Systems: A Guide for Practicing Engineers," NIST GCR 13-917-24, NEHRP Seismic Design Technical Brief No. 8, NEHRP Consultants Joint Venture, partnership of the Applied Technology Council and the Consortium of Universities for Research in Earthquake Engineering, NIST, Gaithersburg, MD.
Available at: www.nehrp.gov.

Sabelli, R., Sabol, T.A., and Easterling, S.W. (2011), "Seismic Design of Composite Steel Deck and Concrete-filled Diaphragms: A Guide for Practicing Engineers," NIST GCR 11-917-10, NEHRP Seismic Design Technical Brief No. 5, NEHRP Consultants Joint Venture, partnership of the Applied Technology Council and the Consortium of Universities for Research in Earthquake Engineering, NIST, Gaithersburg, MD.
Available at: www.nehrp.gov.

Tsai, K.C. and Popov, E.P. (1990), "Seismic Panel Zone Design Effect on Elastic Story Drift in Steel Frames," Journal of Structural Engineering, ASCE, Vol. 116, No. 12, pp. 3,235–3,301.
Available at: www.asce.org.

White, D. and Hajjar, J. (1991), "Application of Second-Order Elastic Analysis in LRFD: Research to Practice," Engineering Journal, AISC, Vol. 28, No. 4, pp. 133–148.

Wilson, E.L. (2010), Static and Dynamic Analysis of Structures, 4th Ed., Computers and Structures, Berkeley, CA.
Available to purchase: www.csiamerica.com.
Available for viewing online: www.edwilson.org.

Wilson, E.L. and Habibullah, A. (1987), "Static and Dynamic Analysis of Multi-Story Buildings Including P-Delta Effects," Earthquake Spectra, Earthquake Engineering Research Institute, Vol. 3, No. 3.
Available at: www.earthquakespectra.org.

Part 3: Systems Not Specifically Detailed for Seismic Resources

Carter, C.J. (1999), Stiffening of Wide-Flange Columns at Moment Connections: Wind and Seismic Applications, Design Guide 13, AISC, Chicago, IL.

Dowswell, B. (2006), "Effective Length Factors for Gusset Plate Buckling," Engineering Journal, AISC, Vol. 43, No. 2, pp. 91–101.

Part 4: Moment Frames

Basha, H.S. and Goel, S.C. (1994), "Seismic Resistant Truss Moment Frames with Ductile Vierendeel Segment," Research Report UMCEE 94-29, Department of Civil Engineering, University of Michigan, Ann Arbor, MI.
Available at: https://deepblue.lib.umich.edu/documents

Chao, S. and Goel, S. (2008), "A Modified Equation for Expected Maximum Shear Strength of the Special Segment for Design of Special Truss Moment Frames," Engineering Journal, AISC, Vol. 45, No. 2, pp. 117–125.

Dowswell, B. (2011), "A Yield Line Component Method for Bolted Flange Connections," Engineering Journal, AISC, Vol. 48, No. 2, pp. 93–116.

Fisher, J.M. and Kloiber, L.A. (2010), Base Plate and Anchor Rod Design, Design Guide 1, 2nd Ed., AISC, Chicago, IL.

Goel, S.C. and Itani, A. (1994a), "Seismic Behavior of Open Web Truss Moment Frames," Journal of Structural Engineering, ASCE, Vol. 120, No. 6, pp. 1,763–1,780.
Available at: https://ascelibrary.org .

Goel, S.C. and Itani, A. (1994b), "Seismic Resistant Special Truss Moment Frames," Journal of Structural Engineering, ASCE, Vol. 120, No. 6, pp. 1,781–1,797.
Available at: https://ascelibrary.org.

Gomez, I., Smith, C., Deierlein, G. and Kanvinde, A. (2009), "Shear Transfer in Exposed Column Base Plates," Report Presented to the American Institute of Steel Construction, Chicago, IL.

Hamburger, R., Krawinkler, H., Malley, J. and Adan, S. (2009), Seismic Design of Steel Special Moment Frames: A Guide for Practicing Engineers, NEHRP Seismic Design Technical Brief No. 2, NIST.
Available at: www.nist.gov.

Murray, T.M. and Sumner, E.A. (2003), Extended End-Plate Moment Connections—Seismic and Wind Applications, Design Guide 4, 2nd Ed., AISC, Chicago, IL.

OSHA (2008), Occupational Safety and Health Regulations, Title 29, Code of Federal Regulations, U.S. Government Printing Office, Washington, DC.
Available at: www.osha.gov.

Thornton, W.A. and Fortney, P. (2011), "On the Need for Stiffeners for and the Effect of Lap Eccentricity on Extended Shear Tabs," Engineering Journal, AISC, Vol. 48, No. 2, pp. 117–126.

West, M.A. and Fisher, J.M. (2003), Serviceability Design Considerations for Steel Buildings, Design Guide 3, 2nd Ed., AISC, Chicago, IL.

Part 5: Braced Frames

Carter, C.J., Muir, L.S. and Dowswell, B. (2016), "Establishing and Developing the Weak-Axis Strength of Plates Subjected to Applied Loads," Engineering Journal, AISC, Vol. 53, No. 3, pp. 147–157.

Dowswell, B. (2006), "Effective Length Factors for Gusset Plate Buckling," Engineering Journal, AISC, Vol. 43, No. 2, pp. 91–101.

Dowswell, B. (2012), "Technical Note: Effective Length Factors for Gusset Plates in Chevron Braced Frames," Engineering Journal, AISC, Vol. 49, No. 3, pp. 115–117.

El-Tayem, A. and Goel, S. (1986), "Effective Length Factor for the Design of X-bracing Systems," Engineering Journal, AISC, Vol. 23, No.1, pp. 41–45.

Engelhardt, M.D. and Popov, E.P. (1989), "Behavior of Long Links in Eccentrically Braced Frames," UCB/EERC-89/01, Earthquake Engineering Research Center, University of California, Berkeley, CA.
Available at: https://nehrpsearch.nist.gov.

Fortney, P.J. and Thornton, W.A. (2015), "The Chevron Effect—Not an Isolated Problem," Engineering Journal, AISC, Vol. 52, No. 2, pp. 125–164.

Fortney, P.J. and Thornton, W.A. (2017), "The Chevron Effect and Analysis of Chevron Beams—A Paradigm Shift," Engineering Journal, AISC, Vol. 54, No. 4, pp. 263–296.

Gross, J.L. (1990), "Experimental Study of Gusseted Connections," Engineering Journal, AISC, Vol. 27, No. 3, pp. 89–97.

Hewitt, C.M. and Thornton, W.A. (2004), "Rationale Behind and Proper Application of the Ductility Factor for Bracing Connections," Engineering Journal, AISC, Vol. 41, No. 1, pp. 3–6.

ICBO (1988), Uniform Building Code, International Conference of Buildings Officials, Whittier, CA.
Available at: https://www.iccsafe.org.

Kotulka, B.A. (2007), "Analysis for a Design Guide on Gusset Plates Used in Special Concentrically Braced Frames," M.S. Thesis, Department of Civil Engineering, University of Washington, Seattle, WA.
This publication is not readily available.

Lehman, D.E, Roeder, C.W., Herman, D., Johnson, S. and Kotulka, B. (2008), "Improved Seismic Performance of Gusset Plate Connections," Journal of Structural Engineering, ASCE, Vol. 134, No. 6, pp. 890–901.
Available at: www.asce.org.

Muir, L.S. and Thornton, W.A. (2014), Vertical Bracing Connections—Analysis and Design, Design Guide 29, AISC, Chicago, IL.

Nair, S. (1997), "Practical Application of Energy Methods to Structural Stability Problems," Engineering Journal, AISC, Vol. 34, No. 4, pp. 126–134.

Picard, A. and Beaulieu, D. (1987), "Design of Diagonal Cross Bracings Part 1: Theoretical Study," Engineering Journal, AISC, Vol. 24, No. 3, pp. 122–126.

Richard, R.M. (1986), "Analysis of Large Bracing Connection Designs for Heavy Construction," National Steel Construction Conference Proceedings, AISC, pp. 31.1–31.24, Chicago, IL.

Roeder, C.W., Lumpkin, E.J. and Lehman, D.E. (2011), "A Balanced Design Procedure for Special Concentrically Braced Frame Connections," Journal of Constructional Steel Research, Vol. 67, pp. 1,760–1,772.
Available at: https://www.sciencedirect.com.

Thornton, W.A. (1991), "On the Analysis and Design of Bracing Connections," National Steel Construction Conference Proceedings, AISC, pp. 26.1–26.33, Chicago, IL.

Thornton, W.A. (1996), "The Effect of Eccentricity on Brace-to-Gusset Angles," Engineering Journal, AISC, Vol. 33, No. 4, pp. 123–128.

Thornton, W.A. (1997), "Strength and Ductility Requirements for Simple Shear Connections with Shear and Axial Load," National Steel Construction Conference Proceedings, AISC, Chicago, IL.
This publication is not readily available.

Thornton, W.A. and Fortney, P. (2012), "Satisfying Inelastic Rotation Requirements for In-Plane Critical Axis Brace Buckling for High-Seismic Design," Engineering Journal, AISC, Vol. 49, No. 3, pp. 99–108.

Thornton, W.A. and Lini, C. (2011), "How to Use the Whitmore Section for Tension and Compression Strength Checks," Modern Steel Construction, July.

Thornton, W.A. and Muir, L.S. (2009), "Design of Vertical bracing Connections for High-Seismic Drift," National Steel Construction Conference Proceedings, AISC, Chicago, IL.

Part 6: Composite Moment Frames

ASCE (1994), "Guidelines for Design of Joints between Steel Beams and Reinforced Concrete Columns," ASCE Task Committee on Design Criteria for Composite Structures in Steel and Concrete, Journal of Structural Engineering, ASCE, Vol. 20, No. 8, pp. 2,330–2,357.
Available at: https://ascelibrary.org.

ASCE (1998), "Design Guide for Partially Restrained Composite Connections," ASCE Task Committee on Design Criteria for Composite Structures in Steel and Concrete, Journal of Structural Engineering, ASCE, Vol. 124, No. 10, pp. 1,099–1,114.
Available at: https://ascelibrary.org.

ATC (1992), "Guidelines for Cyclic Seismic Testing of Components of Steel Structures," ATC-24, Applied Technology Council, Redwood City, CA.
Available at: https://www.atcouncil.org.

Azizinamini, A. and Schneider, S.P. (2004), "Moment Connections to Circular Concrete-Filled Steel Tube Columns," Journal of Structural Engineering, ASCE, Vol. 130, No. 2, pp. 213–222.
Available at: https://ascelibrary.org.

Baba, N. and Nishimura, Y. (2000), "Stress Transfer on Through Beam Type Steel Beam-Reinforced Concrete Column Joints," Proceedings of the 6th ASCCS International Conference on Steel-Concrete Composite Structures, Y. Xiao and S. Mahin, eds., pp. 753–760.
Available at: https://www.tib.eu/en.

Bracci, J.M., Moore, W.P., Jr. and Bugeja, M.N. (1999), "Seismic Design and Constructability of RCS Special Moment Frames," Journal of Structural Engineering, ASCE, Vol. 25, No. 4, pp. 385–392.
Available at: https://ascelibrary.org.

Bugeja, M., Bracci, J.M. and Moore, W.P. (1999), "Seismic Behavior of Composite Moment Resisting Frame Systems," Technical Report No. CBDC-99-01, Dept. of Civil Engineering, Texas A&M University.
This publication is not readily available.

Bugeja, M., Bracci, J.M. and Moore, W.P. (2000), "Seismic Behavior of Composite RCS Frame Systems," Journal of Structural Engineering, ASCE, Vol. 126, No. 4, pp. 429–436.
Available at: https://ascelibrary.org.

Chou, C.C. and Uang, C.M. (2002), "Cyclic Performance of a Type of Steel Beam to Steel-Encased Reinforced Concrete Column Moment Connection," Journal of Constructional Steel Research, Vol. 58, No. 5–8, pp. 637–663.
Available at: https://www.sciencedirect.com.

Deierlein, G.G., Sheikh, T.M., Yura, J.A. and Jirsa, J.O. (1989), "Beam-Column Moment Connections for Composite Frames: Part 2," Journal of Structural Engineering, ASCE, Vol. 115, No. 11, pp. 2,877–2,896.
Available at: https://ascelibrary.org.

Deierlein, G.G. and Noguchi, H. (2004), "Overview of U.S.-Japan Research on the Seismic Design of Composite Reinforced Concrete and Steel Moment Frame Structures," Journal of Structural Engineering, ASCE, Vol. 130, No. 2, pp. 361–367.
Available at: https://ascelibrary.org.

Elremaily, A. and Azizinamini, A. (2000), "Experimental Behavior of Steel Beam to CFT Column Connections," Journal of Constructional Steel Research, Vol. 57, No. 10, pp. 1,099–1,119.
Available at: https://www.sciencedirect.com.

Esche, C.D., Bracci, J.M. and Moore, W.P. (1999), "Joint Strength in RCS Frames," Technical Report No. CBDC-99-02, Department of Civil Engineering, Texas A&M University.
This publication is not readily available.

Kanatani, H., Tabuchi, M., Kamba, T., Hsiaolien, J. and Ishikawa, M. (1991), "A Study on Concrete Filled RHS Column to H-Beam Connections Fabricated with HT Bolts in Rigid Frames," Proceedings, Composite Construction in Steel and Concrete Conference, Henniker, NH, pp. 614–635.
Available at: http://cedb.asce.org.

Kanno, R. and Deierlein, G.G. (1993), "Strength, Deformation, Seismic Resistance of Joints Between Steel Beams and Reinforced Concrete Columns," Structural Engineering Report No. 93-6, Cornell University, Ithaca, NY.
This publication is not readily available.

Kanno, R. and Deierlein, G.G. (1997), "Seismic Behavior of Composite (RCS) Beam-Column Joint Subassemblies," Composite Construction in Steel and Concrete III, ASCE, New York, pp. 236–249.
Available at: http://cedb.asce.org.

Kuramoto, H. and Nishiyama, I. (2004), "Seismic Performance and Stress Transferring Mechanism of Through-Column-Type Joints for Composite Reinforced Concrete and Steel Frames," SP 196-6, ACI, Farmington Hills, MI, pp. 109–123.
Available at: https://ascelibrary.org.

Kuramoto, H. and Noguchi, H. (1997), "An Overview of Japanese Research on RCS Systems," Proceedings, ASCE Structures Congress XV, ASCE, Reston, VA, pp. 716–720.
Available at: http://cedb.asce.org.

Leon, R., Hoffman, J. and Staeger, T. (1996), Partially Restrained Composite Connections, Design Guide 8, AISC, Chicago, IL.

Liang, X. and Parra-Montesinos, G. (2004), "Seismic Behavior of RCS Beam-Column-Slab Subassemblies and Frame Systems," Journal of Structural Engineering, ASCE, Vol. 130, No. 2, pp. 310–319.
Available at: https://ascelibrary.org.

Nishiyama, I., Hasegawa, T. and Yamanouchi, H. (1990), "Strength and Deformation Capacity of Reinforced Concrete Column to Steel Beam Joint Panels," Building Research Institute Report 71, Ministry of Construction, Tsukuba, Japan.
This publication is not readily available.

Nishiyama, I., Itadani, H. and Suginiro, K. (1998), "Bidirectional Seismic Response of Reinforced Concrete Column and Structural Steel Beam Subassemblies," Proceedings, Structural Engineers World Congress, ASCE, Paper Ref. T177-2, Reston, VA.
This publication is not readily available.

Nishiyama, I., Kuramoto, H., Itadani, H. and Sugihiro, K. (2000), "Bidirectional Behavior of Interior, Exterior and Corner Joints of RCS System," Proceedings, 12 WCEE, Paper No. 1911/6/A.
Available at: http://www.iitk.ac.in/nicee/wcee/article/1911.pdf.

Noguchi, H. and Kim, K. (1997), "Analysis of Beam-Column Joints in Hybrid Structures," Proceedings, ASCE Structures Congress XV, ASCE, Reston, VA, pp. 726–730.
Available at: http://cedb.asce.org.

Noguchi, H. and Kim, K. (1998), "Shear Strength of Beam-to-Column Connections in RCS System," Proceedings, Structural Engineers World Congress, ASCE, Reston, VA, Paper Ref. T177-3.
This publication is not readily available.

Parra-Montesinos, G. and Wight, J.K. (2000a), "Seismic Behavior, Strength, and Retrofit of Exterior RC Column-to Steel Beam Connections," UMCEE 00-09, Department of Civil and Environmental Engineering, University of Michigan.
Available at: https://deepblue.lib.umich.edu/documents.

Parra-Montesinos, G. and Wight, J.K. (2000b), "Seismic Response of Exterior RC Column-to-Steel Beam Connections," Journal of Structural Engineering, ASCE, Vol. 126, No. 10, pp. 1,113–1,121.
Available at: https://ascelibrary.org.

Parra-Montesinos, G. and Wight, J.K. (2001a), "Modeling Shear Behavior of Hybrid RCS Beam-Column Connections," Journal of Structural Engineering, ASCE, Vol. 127, No. 1, pp. 3–11.
Available at: https://ascelibrary.org.

Parra-Montesinos, G. and Wight, J.K. (2001b), "Seismic Repair of Hybrid RCS Beam-Column Connections," ACI Structural Journal, ACI, Vol. 98, No. 5, pp. 762–770.
Available at: https://www.concrete.org.

Parra-Montesinos, G., Liang, X. and Wight, J.K. (2003), "Towards Deformation-Based Capacity Design of RCS Beam-Column Connections," Engineering Structures, Vol. 25, No. 5, pp. 681–690.
Available at: https://www.sciencedirect.com.

Peng, S.W. (2001), "Full Scale Testing of Seismically Resistant Moment Connections for Concrete Filled Tube Column to WF Beam Hybrid Systems," Composite and Hybrid Structures: Proceedings of the Sixth ASCCS International Conference on Steel-Concrete Composite Structures, Vol. 1.
Available at: https://www.tib.eu/en.

Ricles J., Peng, S. and Lu, L. (2004), "Seismic Behavior of Composite Concrete Filled Steel Tube Column-Wide Flange Beam Moment Connections," Journal of Structural Engineering, ASCE, Vol. 130, No. 2, pp. 223–243.
Available at: https://ascelibrary.org.

Sheikh, T.M., Deierlein, G.G., Yura, J.A. and Jirsa, J.O. (1989), "Beam-Column Moment Connections for Composite Frames: Part 1," Journal of Structural Engineering, ASCE, Vol. 115, No. 11, pp. 2,858–2,876.
Available at: https://ascelibrary.org.

U.S.-Japan (1983), "U.S.-Japan Cooperative Research Program: Construction of the Full Scale Reinforced Concrete Test Structure," Technical Report UMEE 83R2, Department of Engineering, University of Michigan, August.
Available at: https://deepblue.lib.umich.edu/documents.

Part 7: Composite Braced Frames and Shear Walls

Alzeni, Y. and Bruneau, M. (2014). "Cyclic Inelastic Behavior of Concrete Filled Sandwich Panel Walls Subjected to In-Plane Flexure," Technical Report MCEER-14-0009, MCEER, University at Buffalo, Buffalo, NY.
Available at: www.mceer.buffalo.edu.

ASCE (2006), Seismic Rehabilitation of Existing Buildings, ASCE/SEI 41-06, American Society of Civil Engineers, Reston, VA.
Available at: www.asce.org.

El-Tawil, S., Harries, K.A., Fortney, P.J., Shahrooz, B.M., Kurama, Y., Hassan, M. and Tong, X. (2009), Recommendation for Seismic Design of Hybrid Coupled Wall Systems, ASCE Special Publication, American Society of Civil Engineers, Reston, VA.
Available at: www.asce.org.

Fortney, P.J., Shahrooz, B.M. and Rassati, G.A. (2008), "Seismic Performance Evaluation of Coupled Core Walls with Concrete and Steel Coupling Beams," Steel and Composite Structures Journal, Vol. 7, No. 4, pp. 279–301.
Available at: www.techno-press.com.

Harries, K.A. and McNeice, D.S. (2006), "Performance-Based Design of High-Rise Coupled Wall Systems," The Structural Design of Tall and Special Structures, Vol. 15, No. 3, pp. 289–306.
Available at: www.onlinelibrary.wiley.com.

Kurt, E.G., Varma, A.H., Booth, P.N. and Whittaker, A. (2016), "In-plane Behavior and Design of Rectangular SC Wall Piers Without Boundary Elements," Journal of Structural Engineering, ASCE, Vol. 142, No. 6.
Available at: https://ascelibrary.org.

Varma, A.H., Malushte, S., Sener, K. and Lai, Z. (2014), "Steel-Plate Composite (SC) Walls for Safety Related Nuclear Facilities: Design for In-Plane Force and Out-of-Plane Moments," Nuclear Engineering and Design, Special Issue on SMiRT-21 Conference, Vol. 269, pp. 240–249.
Available at: www.sciencedirect.com.

Zhang, K., Varma, A.H., Malushte, S. and Gallocher, S. (2014), "Effects of Shear Connectors on the Local Buckling and Composite Action in Steel Concrete Composite Walls," Nuclear Engineering and Design, Elsevier, Special Issue on SMiRT-21 Conference, Vol. 269, pp. 231–239.
Available at: www.sciencedirect.com.

Part 8: Diaphragms, Collectors and Chords

AISI (2016), North American Standard for the Design of Profiled Steel Diaphragm Panels, AISI S310-16, American Iron and Steel Institute, Washington DC.
Available at: https://cfsei.memberclicks.net.

AISI (2017), Design Examples for the Design of Profiled Steel Diaphragm Panels Based on AISI S310-16, AISI D310-17, American Iron and Steel Institute, Washington DC.
Available at: https://cfsei.memberclicks.net.

Burmeister, S. and Jacobs, W.P. (2008), "Under Foot: Horizontal Floor Diaphragm Load Effects on Composite Beam Design," Modern Steel Construction, AISC, December.

Helwig, T.A. and Yura, J.A. (1999), "Torsional Bracing of Columns," Journal of Structural Engineering, ASCE, Vol. 125, No. 5, pp. 547–555.
Available at: https://ascelibrary.org.

Sabelli, R., Sabol, T.A. and Easterling, S.W. (2011), NEHRP Seismic Design Technical Brief No. 5 Seismic Design of Composite Steel Deck and Concrete-filled Diaphragms: A Guide for Practicing Engineers, NIST GCR 11-917-10, NEHRP Consultants Joint Venture, partnership of the Applied Technology Council and the Consortium of Universities for Research in Earthquake Engineering, National Institute of Standards and Technology, Gaithersburg, MD.
Available at: www.nehrp.gov.

Part 9 (AUTHORS A-E): COMMENTARY ON THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS

ACI (1999), "Details and Detailing of Concrete Reinforcement," ACI 315-99, SP-66(04), American Concrete Institute, Farmington Hills, MI.
Available at: www.concrete.org.

ACI (2002), "Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures," ACI 352R-02, American Concrete Institute, Farmington Hills, MI.
Available at: www.concrete.org.

ACI (2004a), Manual of Structural and Placing Drawings for Reinforced Concrete Structures, ACI 315R-04, SP-66(04), American Concrete Institute, Farmington Hills, MI.
Available at: www.concrete.org.

ACI (2004b), ACI Detailing Manual, ACI SP-66(04), American Concrete Institute, Farmington Hills, MI.
Available at: www.concrete.org.

ACI (2006), Code Requirements for Nuclear Safety-Related Concrete Structures & Commentary, ACI 349-06, American Concrete Institute, Farmington Hills, MI.
Available at: www.concrete.org.

ACI (2008), "Guide for Concrete Construction Quality Systems in Conformance with ISO 9001," ACI 121R-08, American Concrete Institute, Farmington Hills, MI.
Available at: www.concrete.org.

ACI (2014), Building Code Requirements for Structural Concrete, ACI 318-14 and ACI M318-14, American Concrete Institute, Farmington Hills, MI.
Available at: www.concrete.org.

AISC (1997a), "K-area Advisory Statement," Modern Steel Construction, February, American Institute of Steel Construction, Chicago, IL.

AISC (1997b), Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction, Chicago, IL, April 15.

AISC (2002), Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction, Chicago, IL, May 21.

AISC (2005), Seismic Provisions for Structural Steel Buildings, ANSI/AISC 341-05, American Institute of Steel Construction, Chicago, IL, March 9.

AISC (2006), Seismic Design Manual, 1st Ed., American Institute of Steel Construction, Chicago, IL.
This publication is not readily available.

AISC (2010a), Specification for Structural Steel Buildings, ANSI/AISC 360-10, American Institute of Steel Construction, Chicago, IL, June 22.

AISC (2010b), Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications, ANSI/AISC 358-10, American Institute of Steel Construction, Chicago, IL.

AISC (2010c), Code of Standard Practice for Steel Buildings and Bridges, ANSI/AISC 303-10, American Institute of Steel Construction, Chicago, IL.

AISC (2010d), Base Plate and Anchor Rod Design, Design Guide 1, 2nd Ed., American Institute of Steel Construction, Chicago, IL

AISC (2011), Steel Construction Manual, 14th Ed., American Institute of Steel Construction, Chicago, IL.

AISC (2012), Seismic Design Manual, 2nd Ed., American Institute of Steel Construction, Chicago, IL.

AISC (2016a), Specification for Structural Steel Buildings, ANSI/AISC 360-16, American Institute of Steel Construction, Chicago, IL, July 7.

AISC (2016b), Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications, ANSI/AISC 358-16, American Institute of Steel Construction, Chicago, IL, May 12.

AISC (2016c), Code of Standard Practice for Steel Buildings and Bridges, ANSI/AISC 303-16, American Institute of Steel Construction, Chicago, IL, June 15.

AISI (2007), North American Specification for the Design of Cold-Formed Steel Structural Members, American Iron and Steel Institute, Washington, DC.
Available at: www.aisistandards.org.

Alzeni, Y. and Bruneau, M. (2014), "Cyclic Inelastic Behavior of Concrete Filled Sandwich Panel Walls Subjected to In-plane Flexure," Technical Report MCEER-14-0009, MCEER, University at Buffalo, Buffalo, NY.
Available at: www.buffalo.edu/mceer.html.

Ammerman, D.J. and Leon, R.T. (1990), "Unbraced Frames with Semi-Rigid Connections," Engineering Journal, AISC, Vol. 27, No. 1, pp. 12–21.

Arce, G. (2002), "Impact of Higher Strength Steels on Local Buckling and Overstrength in EBFs," Master's Thesis, Department of Civil Engineering, University of Texas at Austin, Austin, TX.
Available at: http://legacy.lib.utexas.edu.

ASCE (1991a), Standard for the Structural Design of Composite Slabs, ANSI/ASCE 3-91, American Society of Civil Engineers, Reston, VA.
Available at: www.asce.org.

ASCE (1991b), Standard Practice for Construction and Inspection of Composite Slabs, ANSI/ASCE 9-91, American Society of Civil Engineers, Reston, VA.
Available at: www.asce.org.

ASCE (1994), "Guidelines for Design of Joints between Steel Beams and Reinforced Concrete Columns," Journal of Structural Engineering, American Society of Civil Engineers, Vol. 120, No. 8, pp. 2,330–2,357.
Available at: https://ascelibrary.org.

ASCE (1998), "Design Guide for Partially Restrained Composite Connections," Journal of Structural Engineering, American Society of Civil Engineers, Vol. 124, No.10, pp. 1,099–1,114.
Available at: https://ascelibrary.org.

ASCE (2009), "Recommendations for Seismic Design of Hybrid Coupled Wall Systems," American Society of Civil Engineers, Reston, VA.
Available at: www.asce.org.

ASCE (2010), Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10, American Society of Civil Engineers, Reston, VA.
Available at: www.asce.org.

ASCE (2013), Seismic Evaluation and Retrofit of Existing Buildings, ASCE/SEI 41-13, American Society of Civil Engineers, Reston, VA.
Available at: www.asce.org.

ASCE (2016), Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-16, American Society of Civil Engineers, Reston, VA.
Available at: www.asce.org.

Aslani, F. and Goel, S.C. (1991), "Stitch Spacing and Local Buckling in Seismic Resistant Double Angle Bracing Members," Journal of Structural Engineering, ASCE, Vol. 177, No. 8, pp. 2,442–2,463.
Available at: https://ascelibrary.org.

Astaneh-Asl, A., Goel, S.C. and Hanson, R.D. (1986), "Earthquake-resistant Design of Double Angle Bracing," Engineering Journal, AISC, Vol. 23, No. 4, Chicago, IL.

Astaneh-Asl, A., Bolt, B., McMullin, K., Donikian, R.R., Modjtahedi, D. and Cho, S.-W. (1994), "Seismic Performance of Steel Bridges during the 1994 Northridge Earthquake," Report No. UCB/CEE-Steel-94/01, Dept. of Civil and Env. Engineering, Univ. of California, Berkeley, CA.
Available at: https://nisee.berkeley.edu/elibrary.

Astaneh-Asl, A. and Ravat, S. (1997), "Cyclic Tests of Steel H-Piles," Report No. UCB/CEE-Steel-97/01, Dept. of Civil and Env. Engineering, Univ. of California, Berkeley, CA.
Available at: https://nisee.berkeley.edu/elibrary.

Astaneh-Asl, A. (1998), "Seismic Behavior and Design of Gusset Plates for Braced Frames," Steel Tips, Structural Steel Education Council, Moraga, CA.
Available at: www.steeltips.org.

Astaneh-Asl, A. (2005a), "Notes on Design of Double-Angle and Tee Shear Connections for Gravity and Seismic Loads," Steel Tips, Structural Steel Education Council, Moraga, CA.
Available at: www.steeltips.org.

Astaneh-Asl, A. (2005b), "Design of Shear Tab Connections for Gravity and Seismic Loads," Steel Tips, Structural Steel Education Council, Moraga, CA.
Available at: www.steeltips.org.

Astaneh-Asl, A., Cochran, M. and Sabelli, R. (2006), "Seismic Detailing of Gusset Plates for Special Concentrically Braced Frames," Steel Tips, Structural Steel Educational Council, Moraga , CA.
Available at: www.steeltips.org.

ASTM (2014), Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection, ASTM E329-14a, ASTM International, West Conshohocken, PA.
Available at: www.astm.org.

ATC (1992), "Guidelines for Cyclic Seismic Testing of Components of Steel Structures," ATC-24, Applied Technology Council, Redwood City, CA.
Available at: www.atcouncil.org.

AWS (2015), Structural Welding Code— Steel, ANSI/AWS D1.1:2015, American Welding Society, Miami, FL.
Available at: www.aws.org.

AWS (2016), Structural Welding Code—Seismic Supplement, ANSI/AWS D1.8/D1.8M:2016, American Welding Society, Miami, FL.
Available at: www.aws.org.

Azizinamini, A. and Schneider, S.P. (2004), "Moment Connections to Concrete-Filled Steel Tubes," Journal of Structural Engineering, ASCE, Vol. 130, No. 2, pp. 213–222.
Available at: https://ascelibrary.org.

Bansal, J.P. (1971), "The Lateral Instability of Continuous Steel Beams," CESRL Dissertation No. 71-1, University of Texas, Austin, TX.
This publication is not readily available.

Barsom, J.M. and Rolfe, S.T. (1999), Fracture and Fatigue Control in Structures: Applications of Fracture Mechanics, 3rd Ed., ASTM International MNL41, American Society for Testing and Materials, West Conshohocken, PA.
Available at: www.astm.org.

Bartlett, F.M., Jelinek, J.J., Schmidt, B.J., Dexter, R.J., Graeser, M.D. and Galambos, T.V. (2001), Updating Standard Shape Material Properties Database for Design and Reliability, University of Western Ontario and University of Minnesota.

Basha, H.S. and Goel, S.C. (1994), "Seismic Resistant Truss Moment Frames with Ductile Vierendeel Segment," Research Report No. UMCEE 94-29, The University of Michigan Department of Civil and Environmental Engineering, Ann Arbor, MI.
Available at: https://deepblue.lib.umich.edu.

Becker, E.R. (1971), Panel Zone Effect on the Strength of Rigid Steel Frames, USCOE 001, University of Southern California Structural Mechanics Laboratory, Los Angeles, CA.

Berman, J.W. and Bruneau, M. (2003a), "Experimental Investigation of Light-Gauge Steel Plate Shear Walls for the Seismic Retrofit of Buildings," Technical Report MCEER-03-001, Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.
Available at: https://ubir.buffalo.edu.

Berman, J. and Bruneau, M. (2003b), "Plastic Analysis and Design of Steel Plate Shear Walls," Journal of Structural Engineering, ASCE, Vol. 129, No. 11, pp. 1,448–1,456, Reston, VA.
Available at: https://ascelibrary.org.

Berman, J.W. and Bruneau, M. (2004), "Steel Plate Shear Walls are Not Plate Girders," Engineering Journal, AISC, Vol. 41, No. 3, pp. 95–106.

Berman, J.W. and Bruneau, M. (2005a), "Approaches for the Seismic Retrofit of Braced Steel Bridge Piers and Proof-of-Concept Testing of a Laterally Stable Eccentrically Braced Frame," Technical Report MCEER-05-0004, Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.
Available at: http://mceer.buffalo.edu/publications/catalog.

Berman, J. and Bruneau, M. (2005b), "Experimental Investigation of Light-Gauge Steel Plate Shear Walls," Journal of Structural Engineering, ASCE, Vol. 131, No. 2, pp. 259–267.
Available at: https://ascelibrary.org.

Berman, J. and Bruneau, M. (2006), "Further Development of Tubular Eccentrically Braced Frame Links for the Seismic Retrofit of Braced Steel Truss Bridge Piers," Technical Report MCEER-06-0006, Multidisciplinary Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, NY.
Available at: http://mceer.buffalo.edu/publications/catalog.

Berman, J. and Bruneau, M. (2007), "Experimental and Analytical Investigation of Tubular Links for Eccentrically Braced Frames," Engineering Structures, Vol. 29, No. 8, pp. 1,929–1,938.
Available at: www.sciencedirect.com.

Berman, J. and Bruneau, M. (2008a), "Tubular Links for Eccentrically Braced Frames, I: Finite Element Parametric Study," Journal of Structural Engineering, ASCE, Vol. 134, No. 5, pp. 692–701.
Available at: https://ascelibrary.org.

Berman, J. and Bruneau, M. (2008b), "Tubular Links for Eccentrically Braced Frames, II: Experimental Verification," Journal of Structural Engineering, ASCE, Vol. 134, No. 5, pp. 702–712.
Available at: https://ascelibrary.org.

Berman, J. and Bruneau, M. (2008c), "Capacity Design of Vertical Boundary Elements in Steel Plate Shear Walls," Engineering Journal, AISC, Vol. 45, No.1, pp. 57–71.

Bhowmick, A.K., Driver, R.G. and Grondin, G.Y. (2009), Seismic Analysis of Steel Plate Shear Walls Considering Strain Rate and P-Delta Effects," Journal of Constructional Steel Research, Elsevier, Vol. 65, Issue 5, pp. 1,149–1,159.
Available at: www.sciencedirect.com.

Bjorhovde, R. (1984), "Effects of End Restraint on Column Strength—Practical Applications," Engineering Journal, AISC, Vol. 21, No. 1, pp. 1–13.

Bjorhovde, R., Colson, A. and Brozzetti, J. (1990), "Classification System for Beam-to-Column Connections," Journal of Structural Engineering, ASCE, Vol. 116, No. 11, pp. 3,059–3,076.
Available at: https://ascelibrary.org.

Black, R.C., Wenger, W.A. and Popov, E.P. (1980), "Inelastic Buckling of Steel Struts Under Cyclic Load Reversals," Report No. UCB/EERC-80-40, Earthquake Engineering Research Center, Berkeley, CA.
Available at: https://nehrpsearch.nist.gov.

Bleich, F. (1952), "Buckling Strength of Metal Structures," Engineering Societies Monographs, McGraw Hill, 508 p.
This publication is not readily available.

Blodgett, O.W. (2001), "Notes on Beam to Column Connections," Steel Moment Frame Connection Advisory No. 3, SAC 95-01, SAC Joint Venture, Sacramento, CA.
This publication is not readily available.

Bondy, K.P. (1996), "A More Rational Approach to Capacity Design of Seismic Moment Frame Columns," Earthquake Spectra, EERI, Volume 12, No. 3, August, Oakland, CA.
Available at: http://earthquakespectra.org.

Bruneau, M., Alzeni, Y. and Fouche, P. (2013), "Seismic Behavior of Concrete-filled Steel Sandwich Walls and Concrete-filled Steel Tube Columns," Steel Innovations 2013 Conference, Christchurch, February.
Available at: www.scnz.org.

Bruneau, M. and Bhagwagar, T. (2002), "Seismic Retrofit of Flexible Steel Frames using Thin Infill Panels," Engineering Structures, Vol. 24, No. 4, pp. 443–453.
Available at: https://www.sciencedirect.com.

Bruneau, M., Mahin, S.A. and Popov, E.P. (1987), "Ultimate Behavior of Butt Welded Splices in Heavy Rolled Steel Sections," Report No. UCB/EERC-87/10, Earthquake Engineering Research Center, Berkeley, CA.
Available at: https://peer.berkeley.edu.

Bruneau, M., Uang., C.M. and Sabelli, R. (2011), Ductile Design of Steel Structures, 2nd Ed., McGraw-Hill, New York, NY.
Available at: www.mheducation.com.

Caccese, V., Elgaaly, M. and Chen, R. (1993), "Experimental Study of Thin Steel-Plate Shear Walls Under Cyclic Load," Journal of Structural Engineering, ASCE, Vol. 119, No. 2, pp. 573–587.
Available at: https://ascelibrary.org.

Carter, C. J., Muir, L. and Dowswell, B. (2016), "Establishing and Developing the Weak-Axis Strength of Plates Subjected to Axial Loads," Engineering Journal, AISC, Vol. 53, No. 3, pp. 147–158.

Carter, C.J. (1999), Stiffening of Wide-Flange Columns at Moment Connections: Wind and Seismic Applications, Design Guide 13, AISC, Chicago, IL.

Cattan, J. (1995), Statistical Analysis of Charpy V-Notch Toughness for Steel Wide-Flange Structural Shapes, AISC, Chicago, IL.

Chao, S-H. and Goel, S. (2008), "A Modified Equation for Expected Maximum Shear Strength of the Special Segment for Design of Special Truss Moment Frames," Engineering Journal, AISC, Vol. 45, No. 2, pp. 117–125.

Chao, S.-H., Simasathien, S., Jiansinlapadamrong, C. and Okazaki, T. (2015), "Seismic Performance of Full-Scale Steel Special Truss Moment Frame (STMF) with Innovative Detailing and Long Spans," Proceedings, SEAOC Convention.
Available at: www.seaoc.org.

Chen, W.F. and Lui, E.M. (1991), Stability Design of Steel Frames, CRC Press, Boca Raton, FL.
Available at: www.crcpress.com.

Cheng, J.J., Kulak, G.L. and Khoo, H.-A. (1998), "Strength of Slotted Tubular Tension Members," Canadian Journal of Civil Engineering, Vol. 25, pp. 982–991.
Available at: www.nrcresearchpress.com.

Chi, B. and Uang, C.M. (2002), "Cyclic Response and Design Recommendations of Reduced Beam Section Moment Connections with Deep Columns," Journal of Structural Engineering, ASCE, Vol. 128, No. 4, pp. 464–473.
Available at: https://ascelibrary.org.

Choi, B.J., Kim, K.Y., Kim, C.H. and Kim, T.Y. (2009), "Experimental Compression Behavior of Stiffened Steel Plate Concrete (SSC) Structures under Compression Loading," Proceedings, 20th International Conference on Structural Mechanics in Reactor Technology (SMiRT 20), Espoo, Finland, August 9–14, Division 5, Paper 2008.
Available at: www.lib.ncsu.edu.

Choi, I.R. and Park, H.G. (2009), "Steel Plate Shear Walls with Various Infill Plate Designs," Journal of Structural Engineering, ASCE, Vol. 135, Issue 7, pp. 785–796.
Available at: https://ascelibrary.org.

Chou, C.-C. and Uang, C.-M. (2002), "Cyclic Performance of a Type of Steel Beam to Steel-Encased Reinforced Concrete Column Moment Connections," Journal of Constructional Steel Research, Vol. 58, pp. 637–663.
Available at: www.sciencedirect.com.

Civjan, S.A. and Singh, P. (2003), "Behavior of Shear Studs Subjected to Fully Reversed Cyclic Loading," Journal of Structural Engineering, ASCE, Vol. 129, No. 11, pp. 1,466–1,474.
Available at: https://ascelibrary.org.

Clark, P., Aiken, I., Kasai, K., Ko, E. and Kimura, I. (1999), "Design Procedures for Buildings Incorporating Hysteretic Damping Devices," Proceedings of the 68th Annual Convention, pp. 355–371, Structural Engineers Association of California, Sacramento, CA.
Available at: http://www.siecorp.com.

Clifton, C., Bruneau, M., MacRae, G., Leon, R. and Fussell, A. (2011), "Steel Structures Damage from the Christchurch Earthquake of February 22, 2011, NZST," Bulletin of the New Zealand Society for Earthquake Engineering, Vol. 44, No. 4, pp. 297–318.
Available at: www.nzsee.org.nz.

County of Los Angeles Department of Public Works (1996), County of Los Angeles Current Position on Design and Construction of Welded Moment Resisting Frame Systems (WMRF).
This publication is not readily available.

CSA (2001), Limit States Design of Steel Structures, CSA S16-01, Canadian Standards Association, Mississauga, ON.
The current edition is available at: www.scc.ca/en.

CSA (2004), Design of Concrete Structures, CSA A23.3-04, Canadian Standards Association, Rexdale, ON.
Available at: www.scc.ca/en.

Dastfan, M. and Driver, R.G. (2008), "Flexural Stiffness Limits for Frame Members of Steel Plate Shear Wall Systems," Proceedings of the Annual Stability Conference, Nashville, SSRC, Rolla, MO.

Dawe, J.L. and Kulak, G.L. (1986), "Local Buckling Behavior of Beam-Columns," Journal of Structural Engineering, ASCE, Vol. 112, No. 11, pp. 2,447–2,461.
Available at: https://ascelibrary.org.

Deierlein, G.G. and Noguchi, H. (2004), "Overview of US-Japan Research on the Seismic Design of Composite Reinforced Concrete and Steel Moment Frame Structures," Journal of Structural Engineering, ASCE, Vol. 130, No. 2, pp. 361–367,.
Available at: https://ascelibrary.org.

Deierlein, G.G., Sheikh, T.M. and Yura, J.A. (1989), "Part 2: Beam Column Moment Connections for Composite Frames," Journal of Structural Engineering, ASCE, Vol. 115, No. 11, pp. 2,877–2,896.
Available at: https://ascelibrary.org.

Deng, X., Dastfan, M. and Driver, R.G. (2008), "Behavior of Steel Plate Shear Walls with Composite Columns," Proceedings, Structures Congress, ASCE, April 24–26, Vancouver, BC.
Available at: https://ascelibrary.org.

DiCorso, P.J., Reinhorn, A.M., Dickerson, J.R., Radziminski, J.B. and Harper, W.L. (1989), "Response of Frames with Bolted Semi-Rigid Connections, Part I—Experimental Study on Analytical Predictions," Technical Report NCEER-89-0015, National Center for Earthquake Engineering Research, Buffalo, NY.
This publication is not readily available.

Donkada, S. (2012), "Finite Element Analysis of Doubler Plate Attachment Details and Load Paths in Continuity Plates for Steel Moment Frames," M.S. Thesis, Dept. of Civil, Architectural and Env. Engineering, University of Texas at Austin.
Available at: https://repositories.lib.utexas.edu.

Dowden, D. and Bruneau, M. (2014), "Analytical and Experimental Investigation of Self-Centering Steel Plate Shear Walls," Technical Report MCEER-14-0010, Multidisciplinary Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, NY.
Available at: www.buffalo.edu/mceer.html.

Dowswell, B. (2015), "Plastic Strength of Connection Elements," Engineering Journal, AISC, Vol. 52, No. 1, pp. 47–65.

Driver, R.G., Kulak, G.L., Kennedy, D.J.L., and Elwi, A.E. (1997), "Seismic Behavior of Steel Plate Shear Walls," Structural Engineering Report No. 215, Department of Civil Engineering, University of Alberta, Edmonton, AB.
Available at: https://era.library.ualberta.ca.

Dusicka, P. and Itani, A.M. (2002), "Behavior of Built-Up Shear Links Under Large Cyclic Deformations," Proceedings of the 2002 Annual Meeting of the Structural Stability Research Council, Structural Stability Research Council, Gainesville, FL.
This publication is not readily available.

Easterling, W.S. and Porter M.L. (1994), "Steel-Deck-Reinforced Concrete Diaphragms I & II," Journal of Structural Engineering, ASCE, Vol. 120, No. 2, pp. 560–596, Reston, VA.
Available at: https://ascelibrary.org.

ECS (1994), Eurocode 4, Design of Composite Steel and Concrete Structures, Part 1-1: General Rules and Rules for Buildings, European Committee for Standardization, Brussels, Belgium.
Available at: https://www.cen.eu.

El-Bahey, S. and Bruneau, M. (2012), "Bridge Piers Having Structural Fuses and Bi-steel Columns I: Experimental Testing", Journal of Bridge Engineering, ASCE, Vol.17, No.1, pp. 25–35.
Available at: https://ascelibrary.org.

El-Bahey, S. and Bruneau, M. (2010), "Analytical Development and Experimental Validation of a Structural-Fuse Bridge Pier Concept," Technical Report MCEER-10-0005, Multidisciplinary Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, NY.
Available at: www.buffalo.edu/mceer.

Ellingwood, B.R. and Corotis, R.B. (1991), "Load Combinations for Buildings Exposed to Fires," Engineering Journal, AISC, Vol. 28, No. 1, pp. 37–44.

Elgaaly M. (1998), "Thin Steel Plate Shear Walls Behavior and Analysis," Thin Walled Structures, Vol. 32, pp. 151–180.
Available at: www.sciencedirect.com.

Elgaaly, M., Caccese, V. and Du, C. (1993), "Postbuckling Behavior of Steel-Plate Shear Walls Under Cyclic Loads," Journal of Structural Engineering, ASCE, Vol. 119, No. 2, pp. 588–605.
Available at: https://ascelibrary.org.

Elgaaly, M. and Liu, Y. (1997), "Analysis of Thin-Steel-Plate Shear Walls," Journal of Structural Engineering, ASCE, Vol. 123, No. 11, November, pp. 1,487–1,496.
Available at: https://ascelibrary.org.

Elremaily, A.F. (2000), "Connections Between Steel Beams and Concrete-Filled Steel Tube Columns," Ph.D. Dissertation, University of Nebraska, Lincoln.
Available at: https://libraries.unl.edu.

El-Tawil, S. and Deierlein, G.G. (1999), "Strength and Ductility of Encased Composite Columns," Journal of Structural Engineering, ASCE, Vol. 125, No. 9, pp. 1,009–1,019.
Available at: https://ascelibrary.org.

El-Tawil, S., Harries, K.A., Fortney P.J., Shahrooz, B.M., Kurama, Y., Hasson, M. and Tong, S. (2009), "Recommendations for Seismic Design of Hybrid Coupled Wall Systems," ASCE Special Publication, ASCE, Reston, VA.
Available at: https://ascelibrary.org.

El-Tawil, S., Mikesell, T.D., Vidarsson, E. and Kunnath, S.K. (1999), "Inelastic Behavior and Design of Steel Panel Zones," Journal of Structural Engineering, ASCE, Vol. 125, No. 2, pp. 183–193.
Available at: https://ascelibrary.org.

El-Tayem, A. and Goel, S.C. (1986), "Effective Length Factor for the Design of X-Bracing Systems," Engineering Journal, AISC, Vol. 23, No. 1, pp. 41–45.

Engelhardt, M.D., Fry, G.T., Jones, S., Venti, M. and Holliday, S. (2000), "Behavior and Design of Radius-Cut Reduced Beam Section Connections," Report No. SAC/BD 00/17, Sac Joint Venture, Sacramento, CA.
Available at: www.atcouncil.org.

Engelhardt, M.D. and Popov, E.P. (1989a), "Behavior of Long Links in Eccentrically Braced Frames," Report No. UCB/EERC-89/01, Earthquake Engineering Research Center, Berkeley, CA.
Available at: https://nehrpsearch.nist.gov.

Engelhardt, M.D. and Popov, E.P. (1989b), "On Design of Eccentrically Braced Frames," Earthquake Spectra, Vol. 5, No.3, August, Earthquake Engineering Research Institute, Oakland, CA.
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Engelhardt, M.D., Tsai, K.C. and Popov, E.P. (1992), "Stability of Beams in Eccentrically Braced Frames," Chapter in: Stability and Ductility of Steel Structures Under Cyclic Loading, Y. Fukumoto and G.C. Lee, Editors, CRC Press, pp. 99–112.
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Englekirk, R.E. (1999), "Extant Panel Zone Design Procedures for Steel Frames are Questioned," Earthquake Spectra, EERI, Volume 15, No. 2, May, pp. 361–370.
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Epackachi, S., Nguyen, N., Kurt, E., Whittaker, A. and Varma, A.H. (2015), "In-Plane Seismic Behavior of Rectangular Steel-Plate Composite Wall Piers," Journal of Structural Engineering, ASCE, Vol. 141, Issue 7.
Available at: https://ascelibrary.org.

Part 9 (AUTHORS F-M): COMMENTARY ON THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS

Fahnestock, L.A., Sause, R. and Ricles, J.M. (2003), "Analytical and Experimental Studies on Buckling-Restrained Braced Composite Frames," Proceedings of International Workshop on Steel and Concrete Composite Construction (IWSCCC-2003), Report No. NCREE-03-026, National Center for Research on Earthquake Engineering, Taipei, pp. 177–188.
Available at: https://nisee.berkeley.edu/elibrary/.

Fahnestock, L. A. Ricles, J. M. and Sause, R. (2006), "Experimental Study of a Large-Scale Buckling Restrained Using the Pseudo-Dynamic Testing Method," Proceedings of the 8th National Conference on Earthquake Engineering, San Francisco, CA, April.
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Available at: www.nehrp.gov.

FEMA (2000a), Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings, FEMA 350, Federal Emergency Management Agency, Washington, DC.
Available at: www.nehrp.gov.

FEMA (2000b), Recommended Specifications and Quality Assurance Guidelines for Steel Moment-Frame Construction for Seismic Applications, FEMA 353, Federal Emergency Management Agency, Washington, DC.
Available at: www.fema.gov.

FEMA (2000d), State of the Art Report on Systems Performance of Steel Moment Frames Subject to Earthquake Ground Shaking, FEMA 355C, prepared by the SAC Joint Venture for the Federal Emergency Management Agency, Washington, DC.
Available at: www.nehrp.gov.

FEMA (2000e), State of the Art Report on Connection Performance, FEMA 355D, prepared by the SAC Joint Venture for the Federal Emergency Management Agency, Washington, D.C.
Available at: www.nehrp.gov.

FEMA (2000f), State of the Art Report on Performance Prediction and Evaluation of Steel Moment-Frame Buildings, FEMA 355F, prepared by the SAC Joint Venture for the Federal Emergency Management Agency, Washington, DC.
Available at: www.nehrp.gov.

FEMA (2000g), State of the Art Report on Welding and Inspection, Chapter 6, FEMA 355B, Federal Emergency Management Agency, Washington, DC.
Available at: www.nehrp.gov.

FEMA (2001), NEHRP Recommended Provisions For Seismic Regulations; Part 2: Commentary, FEMA 369, Federal Emergency Management Agency, Washington, DC.
Available at: www.fema.gov.

FEMA (2003), NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, FEMA 450, Federal Emergency Management Agency, Washington, DC.
Available at: www.nehrp.gov.

FEMA (2009a) NEHRP Recommended Seismic Provisions for New Buildings and Other Structures, FEMA P-750, Federal Emergency Management Agency, Washington, DC.
Available at: www.fema.gov.

FEMA (2009b) Quantification of Building Seismic Performance Factors, FEMA P-695, Federal Emergency Management Agency, Washington, DC.
Available at: www.fema.gov.

FEMA (2011) Quantification of Building Seismic Performance Factors: Component Equivalency Methodology, FEMA P-795, Federal Emergency Management Agency, Washington, DC.
Available at: www.fema.gov.

FEMA (2015), NEHRP Recommended Seismic Provisions For New Buildings and Other Structures, FEMA P-1050, Federal Emergency Management Agency, Washington, DC.
Available at: www.fema.gov.

Fielding, D.J. and Huang, J.S. (1971), "Shear in Steel Beam-to-Column Connections," Welding Journal, AWS, Vol. 50, No. 7.
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Fischer, E. and Varma, A.H. (2015), "Design of Split-Tee Connections for Special Composite Moment Resisting Frames," Engineering Journal, AISC, Vol. 52, No. 3, pp. 185–201.

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Fortney, P.J. (2005), "The Next Generation of Coupling Beams," Department of Civil and Env. Engineering, Ph.D. dissertation, University of Cincinnati, Cincinnati, OH.
Available at: www.ohiolink.edu.

Foutch, D.A. (1989), "Seismic Behavior of Eccentrically Braced Steel Building," Journal of Structural Engineering, ASCE, Vol. 115, No. 8, pp. 1,857–1,876.
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Galasso, C., Stillmaker, K., Eltit, C. and Kanvinde, A.M. (2015), "Probabilistic Demand and Fragility Assessment of Welded Column Splices in Steel Moment Frames," Earthquake Engineering and Structural Dynamics, John Wiley & Sons, New York, NY.
Available at: https://onlinelibrary.wiley.com.

Goel, S.C. (1992a), "Recommendations for US/Japan Cooperative Research Program. Phase 5: Composite and Hybrid Structures," Report UMCEE 92-29, University of Michigan, Department of Civil and Env. Engineering, Ann Arbor, MI.
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Goel, S.C. (1992b), "Cyclic Post Buckling Behavior of Steel Bracing Members," Stability and Ductility of Steel Structures under Cyclic Loading, pp. 75–104, CRC Press, Boca Raton, FL.
Available at: www.crcpress.com.

Goel, S.C. (1992c), "Earthquake Resistant Design of Ductile Braced Steel Structures," Stability and Ductility of Steel Structures under Cyclic Loading, pp. 297–308, CRC Press, Boca Raton, FL.
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Goel, S.C. (1993), "Proceedings of a US/Japan Cooperative Research Program Workshop on Composite and Hybrid Structures," Report UMCEE 93, University of Michigan, Department of Civil and Environmental Engineering, Ann Arbor, MI.
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Goel, S.C. and Chao, S-H. (2008), Performance-Based Plastic Design: Earthquake Resistant Steel Structures, International Code Council.
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Goel, S.C. and Lee, S. (1992), "A Fracture Criterion for Concrete-Filled Tubular Bracing Members Under Cyclic Loading," Proceedings of the 1992 ASCE Structures Congress, ASCE, pp. 922–925, Reston, VA.
This publication is not readily available.

Goel, S.C. and Itani, A. (1994a), "Seismic Behavior of Open Web Truss Moment Frames," Journal of Structural Engineering, ASCE, Vol. 120, No. 6, pp. 1,763–1,780.
Available at: https://ascelibrary.org.

Goel, S.C. and Itani, A. (1994b), "Seismic Resistant Special Truss Moment Frames," Journal of Structural Engineering, ASCE, Vol. 120, No. 6, pp. 1,781–1,797.
Available at: https://ascelibrary.org.

Gomez, I., Kanvinde, A., Smith, C. and Deierlein, G. (2009), "Shear Transfer In Exposed Column Base Plates," Report presented to AISC, March.

Gomez, I., Kanvinde, A. and Deierlein, G. (2010), "Exposed Column Base Connections Subjected to Axial Compression and Flexure," Final Report Presented to AISC, April.

Gong, B. and Shahrooz, B.M. (2001a), "Concrete-Steel Composite Coupling Beams. Part I: Component Testing," Journal of Structural Engineering, ASCE, Vol. 127, No. 6, pp. 625–631.
Available at: https://ascelibrary.org.

Gong, B. and Shahrooz, B.M. (2001b), "Concrete-Steel Composite Coupling Beams. Part II: Subassembly Testing and Design Verification," Journal of Structural Engineering, ASCE, Vol. 127, No. 6, pp. 632–638.
Available at: https://ascelibrary.org.

Green, T.P, Leon, R.T. and Rassati, G.A. (2004), "Bidirectional Tests on Partially Restrained Composite Beam-to-Column Connections," Journal of Structural Engineering, ASCE, Vol. 130, No. 2, pp. 320–327.
Available at: https://ascelibrary.org.

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Gupta, A. and Krawinkler, H. (1999), Prediction of Seismic Demands for SMRFs with Ductile Connections and Elements, SAC/BD-99/06, SAC Joint Venture, Sacramento, CA.
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Gupta, U. (2013), "Cyclic Loading Analysis of Doubler Plate Attachment Details for Steel Moment Resisting Frames," M.S. Thesis, Department of Civil, Architectural and Env. Engineering, University of Texas at Austin.
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Haaijer, G. and Thurlimann, B. (1958), "On Inelastic Buckling of Steel," Journal of the Engineering Mechanics Division, ASCE, April.
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Hamburger, R.O., Krawinkler, H., Malley, J.O. and Adan, S.M. (2009), "Seismic Design of Steel Special Moment Frames: A Guide for Practicing Engineers," NIST GCR 09-917-3, NEHRP Seismic Design Technical Brief, No. 2.
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Han, S.W., Kwon, G. and Moon, K.H. (2007), "Cyclic Behavior of Post-Northridge WUF-B Connections," Journal of Constructional Steel Research, Vol. 63, No. 3, pp. 365–374.
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Harries, K.A., Mitchell, D., Redwood, R.G. and Cook, W.D. (1997), "Seismic Design of Coupling Beams—A Case for Mixed Construction," Canadian Journal of Civil Engineering, Vol. 24, No. 3, pp. 448–459.
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Harries, K. A., Gong, B. and Shahrooz, B.M. (2000), "Behavior and Design of Reinforced Concrete, Steel, and Steel-Concrete Coupling Beams," Earthquake Spectra, EERI, Vol. 16, No. 4, pp. 775–800.
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Harries, K.A. and McNeice, D.S. (2006), "Performance-Based Design of High-Rise Coupled Wall Systems," Structural Design of Tall and Special Structures, Vol. 15, No. 3, pp. 289–306.
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Harrold, A.J. (2004), "Examination of Expected Tensile Strength Ratios A529 Grade 50 and Grade 55, A572 Grade 55, & A1011 Grade 55," MBMA Report No. 04-04.
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Hassan, O. and Goel, S.C. (1991), Seismic Behavior and Design of Concentrically Braced Steel Structures, Report UMCE 91-1, University of Michigan, Department of Civil and Environmental Engineering, Ann Arbor, MI.
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Helwig, T. and Yura, J. (1999), "Torsional Bracing of Columns," Journal of Structural Engineering, ASCE, Vol. 12, No. 5, pp. 547–555.
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Herrera, R.A., Ricles, J.M. and Sause, R. (2008), "Seismic Performance Evaluation of a Large-Scale Composite MRF Using Pseudo-Dynamic Testing," Journal of Structural Engineering, ASCE, Vol. 134, Issue 2, pp. 279–288.
Available at: https://ascelibrary.org.

Hjelmstad, K.D. and Popov, E.P. (1983), "Cyclic Behavior and Design of Link Beams," Journal of Structural Engineering, ASCE, Vol. 109, No. 10.
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Hsieh, S.H. and Deierlein, G.G. (1991), "Nonlinear Analysis of Three-Dimensional Steel Frames with Semi-Rigid Connections," Computers and Structures, Vol. 41, No. 5, pp. 995–1,009.
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Huckelbridge, A.A. and Clough, R.W. (1977), "Earthquake Simulator Tests of Nine-Story Steel Frame with Columns Allowed to Uplift," Report No. UCB/EERC-77/23, Earthquake Engineering Research Center, Berkeley, CA.
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ICC (2006), IBC Structural/Seismic Design Manual, Volume 3: Building Design Examples for Steel and Concrete, International Code Council.
This publication is not readily available.

ICC (2008), Acceptance Criteria for Steel Moment Frame Connection Systems, AC 129, ICC Evaluation Service, Inc., Whittier, CA.
This publication is not readily available.

ICC (2015), International Building Code, International Code Council, Falls Church, VA.
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Imanpour, A., Stoakes, C., Tremblay, R., Fahnestock, L. and Daravan, D. (2013), "Seismic Stability Response of Columns in Multi-Tiered Braced Steel Frames for Industrial Applications," Proceedings Structures Congress, ASCE, pp. 2,650–2,661.
Available at: https://ascelibrary.org.

Imanpour, A., Tremblay, R., Fahnestock, L. and Stoakes, C. (2016a), "Analysis and Design of Two-Tiered Steel Braced Frames Under In-Plane Seismic Demand," Journal of Structural Engineering, ASCE, Vol. 142
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Imanpour, A., Tremblay, R., Davaran, A., Stoakes, C. and Fahnestock, L. (2016b), "Seismic Performance Assessment of Multitiered Steel Concentrically Braced Frames Designed in Accordance with the 2010 AISC Seismic Provisions," Journal of Structural Engineering, ASCE, Vol. 142.
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Imanpour, A. and Tremblay, R. (2014), "Seismic Design of Steel Multi-Tiered Braced Frames: Application of Incremental Static Analysis for Design of Steel Multi-Tiered Braced Frames," Proceedings, Eurosteel, Naples, Italy, Paper no. 688.
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Imanpour, A., Auger, K. and Tremblay, R. (2015), "Seismic Design and Performance of Multi-Tiered Steel Braced Frames Including the Contribution from Gravity Columns," Computers & Structures.
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Imani, R. and Bruneau, M. (2015), "Effect of Link-Beam Stiffener and Brace Flange Alignment on Inelastic Cyclic Behavior of Eccentrically Braced Frames," Engineering Journal, AISC, Vol. 52, No. 2, pp. 109–124.

Itani, A. and Goel, S.C. (1991), "Earthquake Resistant Design of Open Web Framing Systems," Research Report No. UMCE 91-21, University of Michigan, Department of Civil and Environmental Engineering, Ann Arbor, MI.
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Kanvinde, A., Marshall, K., Grilli, D. and Bomba, G. (2014), "Forensic Analysis of Link Fractures in Eccentrically Braced Frames during the February 2011 Christchurch Earthquake: Testing and Simulation," Journal of Structural Engineering, ASCE, Vol. 141, Issue 5.
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Kasai, K. and Popov, E.P. (1986b), "Cyclic Web Buckling Control for Shear Link Beams," Journal of Structural Engineering, ASCE, Vol. 112, No. 3.
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Kasai, K. and Popov, E.P. (1986c), "A Study of Seismically Resistant Eccentrically Braced Frames," Report No. UCB/EERC-86/01, Earthquake Engineering Research Center, Berkeley, CA.
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Lee, D., Cotton, S.C., Hajjar, J.F., Dexter, R.J. and Ye, Y. (2005b), "Cyclic Behavior of Steel Moment-Resisting Connections Reinforced by Alternative Column Stiffener Details: II. Panel Zone Behavior and Doubler Plate Detailing," Engineering Journal, AISC, Vol. 42, No. 4, pp. 215–238.

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Mays, T.W. (2000), "Application of the Finite Element Method to the Seismic Design and Analysis of Large Moment End-Plate Connections," PhD Dissertation, Virginia Polytechnic Institute and State University, Blacksburg, VA.
Available at: www.lib.vt.edu.

McDaniel, C.C., Uang, C.M. and Seible, F. (2002), "Cyclic Testing of Built-Up Steel Shear Links for the New Bay Bridge," Journal of Structural Engineering, ASCE, Vol. 129, Vol. 6, pp. 801–809.
Available at: https://ascelibrary.org.

McManus, P.S., MacMahon, A. and Puckett, J.A. (2013), "Buckling Restrained Braced Frame with All-Bolted Gusset Connections," Engineering Journal, AISC, Vol. 50, No. 2, pp. 89–116.

McMullin, K.M. and Astaneh-Asl, A. (1994), "Cyclical Behavior of Welded Steel Shear Studs," Proceedings, Structures Congress XII, Atlanta, GA, ASCE, pp. 1,024–1,029.
Available at: http://cedb.asce.org.

Merovich, A.T., Nicoletti, J.P. and Hartle, E. (1982), "Eccentric Bracing in Tall Buildings," Journal of the Structural Division, ASCE, Vol. 108, No. 9, pp. 2,066–2,080.
Available at: https://ascelibrary.org.

Part 9 (AUTHORS N-Z): COMMENTARY ON THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS

Nader, M.N. and Astaneh-Asl, A. (1992), "Seismic Design Concepts for Semi-Rigid Frames," Proceedings, Structures Congress, New York, NY, ASCE, pp. 971–975.
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Nakashima, M., Kanao, I. and Liu, D. (2002), "Lateral Instability and Lateral Bracing of Steel Beams Subjected to Cyclic Loading," Journal of Structural Engineering, ASCE, Vol. 128, No. 10, pp. 1,308–1,316.
Available at: https://ascelibrary.org.

Newell, J.D. and Uang, C.-M. (2008), "Cyclic Behavior of Steel Wide-Flange Columns Subjected to Large Drift," Journal of Structural Engineering, ASCE, Vol. 134, No. 8, pp. 1,334–1,342.
Available at: https://ascelibrary.org.

NFPA (2018), Building Construction and Safety Codes, National Fire Protection Association, Quincy, MA.
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Nishiyama, I., Hasegawa, T. and Yamanouchi, H. (1990), "Strength and Deformation Capacity of Reinforced Concrete Column to Steel Beam Joint Panels," Building Research Institute Report 71, Ministry of Construction, Tsukuba, Japan.
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Okazaki, T. (2004), "Seismic Performance of Link-to-Column Connections in Steel Eccentrically Braced Frames," Ph.D. Dissertation, Department of Civil Engineering, University of Texas at Austin, Austin, TX.
Available at: www.lib.utexas.edu.

Ozaki, M., Akita, S., Oosuga, H., Nakayama, T. and Adachi, N. (2004), "Study on Steel Plate Reinforced Concrete Panels Subjected to Cyclic In-Plane Shear," Nuclear Engineering and Design, Vol. 228, pp. 225–244.
Available at: www.sciencedirect.com.

Okazaki, T., Arce, G., Ryu, H. and Engelhardt, M.D. (2004a), "Recent Research on Link Performance in Steel Eccentrically Braced Frames," Proceedings, 13th World Conference on Earthquake Engineering, August 1-6, 2004, Vancouver, BC.
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Okazaki, T., Engelhardt, M.D., Nakashima, M. and Suita, K. (2004b), "Experimental Study on Link-to-Column Connections in Steel Eccentrically Braced Frames," Proceedings, 13th World Conference on Earthquake Engineering, August 1-6, 2004, Vancouver, BC.
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Okazaki, T., Engelhardt, M.D., Drolias, A., Schell, E., Hong, J.K. and Uang, C.M. (2009), "Experimental Investigation of Link-to-Column Connections in Eccentrically Braced Frames," Journal of Constructional Steel Research, Elsevier, Vol. 65, pp. 1,401–1,412.
Available at: www.sciencedirect.com.

OSHA (2010), Safety Standards for Steel Erection, Part Number 1926, Subpart R, Occupational Safety and Health Administration, Washington, DC.
Available at: www.osha.gov.

Ozaki, M., Akita, S., Osuga, H. and Adachi, N. (2004), "Study on Steel Plate Reinforced Concrete Panels Subjected to Cyclic In-Plane Shear," Nuclear Engineering and Design, Vol. 228, pp. 225–244.
Available at: www.sciencedirect.com.

Pallarés, L. and Hajjar, J.F. (2010a), "Headed Steel Stud Anchors in Composite Structures: Part II. Tension and Interaction," Journal of Constructional Steel Research, Elsevier, Vol. 66, No. 2, pp. 213–228.
Available at: www.sciencedirect.com.

Pallarés, L. and Hajjar, J.F. (2010b), "Headed Steel Stud Anchors in Composite Structures: Part I. Shear," Journal of Constructional Steel Research, Elsevier, Vol. 66, No. 2, pp. 198–212.
Available at: www.sciencedirect.com.

Park, R., Priestley, M.J.N. and Gill, W.D. (1982), "Ductility of Square Confined Concrete Columns," Journal of the Structural Division, ASCE, Vol. 108, No. ST4, pp. 929–950.
Available at: http://cedb.asce.org.

Parra-Montesinos, G., Goel, S. and Kim, K-Y. (2006), "Behavior of Steel Double Channel Built-Up Chords of STMF under Reversed Cyclic Bending," Journal of Structural Engineering, ASCE, Vol. 132, Issue 9, pp. 1,343–1,351.
Available at: https://ascelibrary.org.

Parra-Montesinos, G., Liang, X. and Wight, J.K. (2003), "Towards Deformation-Based Capacity Design of RCS Beam-Column Connections," Engineering Structures, Vol. 25, No. 5, pp. 681–690.
Available at: www.sciencedirect.com.

Parra-Montesinos, G. and Wight, J.K. (2000), "Seismic Response of Exterior RC Column-to-Steel Beam Connections," Journal of Structural Engineering, ASCE, Vol. 126, No. 10, pp. 1,113–1,121.
Available at: https://ascelibrary.org.

Parra-Montesinos, G. and Wight, J.K. (2001), "Modeling Shear Behavior of Hybrid RCS Beam-Column Connections," Journal of Structural Engineering, ASCE, Vol. 127, No. 1, pp. 3–11.
Available at: https://ascelibrary.org.

Perlynn, M.J. and Kulak, G.L. (1974), "Web Slenderness Limits for Compact Beam-Columns," Structural Engineering Report No. 50, Department of Civil Engineering, University of Alberta.
Available at: www.library.ualberta.ca.

Pillai, U.S. (1974), "Beam-Columns of Hollow Sections," Canadian Journal of Civil Engineer, Vol. 1, No. 2, pp. 194–198.
Available at: www.nrcresearchpress.com.

Popov, E.P., Blondet, M., Stepanov, L. and Stojadinovic, B. (1996), "Full-Scale Beam-to-Column Connection Tests," University of California, Department of Civil Engineering, Berkeley, CA.
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Popov, E.P. and Engelhardt, M.D. (1988), "Seismic Eccentrically Braced Frames," Journal of Constructional Steel Research, Elsevier, Vol. 10, pp. 321–354.
Available at: www.sciencedirect.com.

Popov, E.P., Engelhardt, M.D. and Ricles, J.M. (1989), "Eccentrically Brace Frames: U. S. Practice," Engineering Journal, AISC, Vol. 26, No. 2, pp. 66–80.

Popov, E.P. and Stephen, R.M. (1977), "Tensile Capacity of Partial Penetration Welds," Journal of the Structural Division, ASCE, Vol. 103, No. ST9, pp. 1,721–1,729.
Available at: http://cedb.asce.org.

Purba, R. and Bruneau, M. (2007), "Design Recommendations for Perforated Steel Plate Shear Walls," Technical Report MCEER-07-0011, Multidisciplinary Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, NY.
Available at: www.buffalo.edu.

Purba, R. and Bruneau, M. (2009), "Finite Element Investigation and Design Recommendations for Perforated Steel Plate Shear Walls," Journal of Structural Engineering, ASCE, Vol.135, No. 11, pp. 1,367–1,376.
Available at: https://ascelibrary.org.

Purba, R. and Bruneau, M. (2012), "Case Study on the Impact of Horizontal Boundary Elements Design on Seismic Behavior of Steel Plate Shear Walls," Journal of Structural Engineering, ASCE, Vol. 138, No. 5, pp. 647-657.
Available at: https://ascelibrary.org.

Purba, R. and Bruneau, M. (2014a), "Performance of Steel Plate Shear Walls Designed per Various Assumptions," MCEER Report 14-0005, MCEER, University at Buffalo, Buffalo, NY.
Available at: www.mceer.buffalo.edu.

Purba, R. and Bruneau, M. (2014b), "Seismic Performance of Steel Plate Shear Walls Considering Two Different Design Philosophies of Infill Plates, I: Deterioration Model Development," Journal of Structural Engineering, ASCE, Vol. 141, No. 6.
Available at: https://ascelibrary.org.

Purba, R. and Bruneau, M. (2014c), "Seismic Performance of Steel Plate Shear Walls Considering Two Different Design Philosophies of Infill Plates, II: Assessment of Collapse Potential," Journal of Structural Engineering, ASCE, Vol. 141, No. 6.
Available at: https://ascelibrary.org.

Qin, F. (1993), "Analysis of Composite Connection between Reinforced Concrete Walls and Steel Coupling Beams," M.S. Thesis, Department of Civil and Environmental Engineering, University of Cincinnati, Cincinnati, OH.
Available at: www.libraries.uc.edu.

Qu B. and Bruneau, M. (2008), "Seismic Behavior and Design of Boundary Frame Members in Steel Plate Shear Walls," Technical Report MCEER-08-0012, Multidisciplinary Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, NY.
Available at: www.mceer.buffalo.edu.

Qu, B. and Bruneau, M. (2009), "Design of Steel Plate Shear Walls Considering Boundary Frame Moment Resisting Action," Journal of Structural Engineering, ASCE, Vol. 135, No. 12, pp. 1,511–1,521.
Available at: https://ascelibrary.org.

Qu, B. and Bruneau, M. (2010a), "Capacity Design of Intermediate Horizontal Boundary Elements of Steel Plate Shear Walls," Journal of Structural Engineering, ASCE, Vol. 136, No. 6, pp. 665–675.
Available at: https://ascelibrary.org.

Qu, B. and Bruneau, M. (2010b), "Behavior of Vertical Boundary Elements in Steel Plate Shear Walls," Engineering Journal, AISC, Vol. 47, No. 2, pp. 109–122.

Qu, B. and Bruneau, M. (2011), "Plastic Moment of Intermediate Horizontal Boundary Elements of Steel Plate Shear Walls," Engineering Journal, AISC, Vol.48, No.1, pp. 49–64.

Qu, B., Bruneau, M., Lin, C.H. and Tsai, K.C. (2008), "Testing of Full-Scale Two-Story Steel Plate Shear Wall with Reduced Beam Section Connections and Composite Floors," Journal of Structural Engineering, ASCE, Vol. 134, Issue 3, pp. 364–373.
Available at: https://ascelibrary.org.

Rai, D.C., Basha, H. and Goel, S.C. (1998), "Special Truss Moment Frames (STMF): Design Guide," Research Report No. UMCEE 98-44, Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, MI.
This publication is not readily available.

Rassati, G.A., Leon R.T. and Noe, S. (2004), "Component Modeling of Partially Restrained Composite Joints under Cyclic and Dynamic Loading," Journal of Structural Engineering, ASCE, Vol. 130, No. 2, pp. 343–351.
Available at: https://ascelibrary.org.

RCSC (2014), Specification for Structural Joints Using High-Strength Bolts, Research Council on Structural Connections, AISC, Chicago, IL.

Reina, P. and Normile, D. (1997), "Fully Braced for Seismic Survival," Engineering News-Record, July 21, pp. 34–36.
This publication is not readily available.

Rezai, M. (1999), "Seismic Behavior of Steel Plate Shear Walls by Shake Table Testing," Ph.D. Dissertation, University of British Columbia, Vancouver, BC.
Available at: www.library.ubc.ca.

Richards, P. (2004), "Cyclic Stability and Capacity Design of Steel Eccentrically Braced Frames," Ph.D. Dissertation, University of California, San Diego, San Diego, CA.
Available at: http://libraries.ucsd.edu.

Richards, P. and Uang, C.M. (2003), "Development of Testing Protocol for Short Links in Eccentrically Braced Frames," Report No. SSRP-2003/08, Department of Structural Engineering, University of California at San Diego, San Diego, CA.

Richards, P., Uang, C.M., Okazaki, T. and Engelhardt, M.D. (2004), "Impact of Recent Research Findings on Eccentrically Braced Frame Design," Proceedings, 2004 SEAOC Convention, August, 25-28, 2004, Monterey, CA.
This publication is not readily available.

Richards, P. (2009), "Seismic Column Demands in Ductile Braced Frames," Journal of Structural Engineering, ASCE, Vol. 135, No. 1, pp. 33–4.
Available at: https://ascelibrary.org.

Ricles, J.M. and Paboojian, S.D. (1994), "Seismic Performance of Steel-Encased Composite," Journal of Structural Engineering, ASCE, 120(8), pp. 2,474–2,494.
Available at: https://ascelibrary.org.

Ricles, J.M., Peng, S.W. and Lu, L.W. (2004a), "Seismic Behavior of Composite Concrete Filled Steel Tube Column-Wide Flange Beam Moment Connections," Journal of Structural Engineering, ASCE, Vol. 130, No. 2, pp. 223–232.
Available at: https://ascelibrary.org.

Ricles, J.M. and Popov, E.P. (1987a), Dynamic Analysis of Seismically Resistant Eccentrically Braced Frames, Report No. UCB/EERC-87/107, Earthquake Engineering Research Center, Berkeley, CA.
Available at: https://nisee.berkeley.edu.

Ricles, J.M. and Popov, E.P. (1987b), Experiments on EBFs with Composite Floors, Report No. UCB/EERC-87/06, Earthquake Engineering Research Center, Berkeley, CA.
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Ricles, J.M., Zhang, X., Lu, L.W. and Fisher, J. (2004b), "Development of Seismic Guidelines for Deep Column Steel Moment Connections," ATLSS Report No. 04-13, Lehigh University, Bethlehem, PA.
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Roberts, T.M. and Sabouri-Ghomi, S. (1992), "Hysteretic Characteristics of Unstiffened Perforated Steel Plate Shear Walls," Thin Walled Structures, Elsevier, Vol. 14, pp. 139–151.
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Roeder, C.W. (1987), Inelastic Dynamic Analysis of Two Eight-Story Moment Frames, Structural Engineers Association of Washington, Seattle, WA.
This publication is not readily available.

Roeder, C.W. and Foutch, D.F. (1996), "Experimental Results for Seismic Resistant Steel Moment Frame Connections," Journal of Structural Engineering, ASCE, Vol. 122, No. 6, pp. 581–588 .
Available at: https://ascelibrary.org.

Roeder, C.W. and Popov, E.P. (1978), "Eccentrically Braced Frames for Earthquakes," Journal of the Structural Division, ASCE, Vol. 104, No. 3, March, Reston, VA.
Available at: http://cedb.asce.org.

Roeder, C.W., Lumpkin, E.J. and Lehman, D.E. (2011), "A Balanced Design Procedure for Special Concentrically Braced Frame Connections," Journal of Constructional Steel Research, Elsevier, Vol. 67, pp. 1,760–1,772.
Available at: www.sciencedirect.com.

Saari, W.K., Hajjar, J.F., Schultz, A. E. and Shield, C.K. (2004), "Behavior of Shear Studs in Steel Frames with Reinforced Concrete Infill Walls," Journal of Constructional Steel Research, Elsevier, Vol. 60, pp. 1,453-1,480.
Available at: www.sciencedirect.com.

Saatcioglu, M. (1991), Deformability of Steel Columns, ACI 127.5, American Concrete Institute, Detroit, MI.
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Sabelli, R., Sabol, T. and Easterling, W.S. (2011), "Seismic Design of Composite Steel Deck and Concrete-filled Diaphragms," NEHRP Seismic Design Technical Brief No. 5, National Institute of Standards and Technology, Gaitherburg, MD MIST GCR 11-917-10.
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Sabelli, R., Mahin, S. and Chang, C. (2003), "Seismic Demands on Steel Braced Frame Buildings with Buckling-Restrained Braces," Engineering Structures, Vol. 25, pp. 655–666.
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Sabelli, R., Sabol, T.A. and Easterling, S.W. (2011), NEHRP Seismic Design Technical Brief No. 5: Seismic Design of Composite Steel Deck and Concrete-filled Diaphragms A Guide for Practicing Engineers, NIST GCR 11-917-10, NEHRP Consultants Joint Venture, partnership of the Applied Technology Council and the Consortium of Universities for Research in Earthquake Engineering, National Institute of Standards and Technology, Gaithersburg, MD.
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Sabouri-Ghomi, S., Ventura, C.E. and Kharrazi, M.H.K. (2005), "Shear Analysis and Design of Ductile Steel Plate Walls," Journal of Structural Engineering, ASCE, Vol. 131, Issue 6, pp. 878–889.
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SAC (1996), Experimental Investigations of Beam-Column Subassemblages, SAC96-01, SAC Joint Venture, Sacramento, CA.
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SAC (1997), "Protocol for Fabrication, Inspection, Testing, and Documentation of Beam-Column Connection Tests and Other Specimens," SAC/BD-97/02 Version 1.1, SAC Joint Venture, Sacramento, CA.
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SAC (2000), "Loading Histories for Seismic Performance Testing of SMRF Components and Assemblies," SAC/BD-00/10, SAC Joint Venture, Sacramento, CA.
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Santhakumar, A.R. (1974), "Ductility of Coupled Shear Walls," Ph.D. Dissertation, Department of Civil Engineering, University of Canterbury, Canterbury, New Zealand.
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SIE (1999b), "Report on Pre-Prototype Tests of Yielding Braces," Seismic Isolation Engineering, CA.
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Stoakes, C. and Fahnestock, L. (2013), "Three-Dimensional Finite Element Simulation of the Seismic Behavior and Performance of Multi-Tier Braced Frames," Interim Report to AISC, September 3.

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Tremblay, R. (2001), "Seismic Behavior and Design of Concentrically Braced Steel Frames," Engineering Journal, AISC, Vol. 38, No. 3, pp. 148–166.

Tremblay, R. (2003), "Achieving a Stable Inelastic Seismic Response for Multi-Story Concentrically Braced Steel Frames," Engineering Journal, AISC, Vol. 40, No. 2, pp. 111–129.

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