Publications

2016 Seismic Provisions Interactive Reference List

Browse the reference list from the Commentary on the 2016 Seismic Provisions for Structural Steel Buildings (ANSI/AISC 341-16). Where possible, active links are provided to assist with obtaining the cited literature. Some content hosted on the AISC website is available only to AISC members as part of their member benefits. Some of the references are linked to the websites of other associations where they can be accessed for a fee.

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

AISC (2010b), 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 and Associated Criteria 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. (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., 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., 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.

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. 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.

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

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.

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. (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.

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.

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.
Available at: http://earthquakespectra.org.

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.
This publication is not readily available.

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.
Available at: http://earthquakespectra.org.

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.

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.
Available at: https://experts.illinois.edu.

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/.

FEMA (1994), NEHRP (National Earthquake Hazards Reduction Program) Recommended Provisions for Seismic Regulations for New Buildings, Federal Emergency Management Agency, Washington, DC.
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.

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Available at: www.fema.gov.

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2016 Seismic Provisions Interactive Reference List

Commentary on the Seismic Provisions for Structural Steel Buildings

AUTHORS: A - E

Authors: F - M

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