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.