Quasi-Static Cyclic Behavior of Controlled Rocking Steel Frames-Reference-Cited by-同舟云学术

Quasi-Static Cyclic Behavior of Controlled Rocking Steel Frames

Published:2014-11 Issue:11 Volume:140 Page:04014083
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Eatherton Matthew R.¹,Ma Xiang²,Krawinkler Helmut³,Deierlein Gregory G.⁴,Hajjar Jerome F.⁵

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, 105D Patton Hall, Virginia Tech, Blacksburg, VA 24061 (corresponding author).

2. Consultant, McKinsey & Company, Chicago, IL 60603.

3. Professor Emeritus, Dept. of Civil and Environmental Engineering, Y2E2 Building Room 231, Stanford Univ., Stanford, CA 94305.

4. Professor, Dept. of Civil and Environmental Engineering, Blume Earthquake Engineering Center Room 118, Stanford Univ., Stanford, CA 94305.

5. Professor and Chair, Dept. of Civil and Environmental Engineering, 400 Snell Engineering Center, 360 Huntington Ave., Northeastern Univ., Boston, MA 02115.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001005

Reference13 articles.

1. American National Standards Institute (ANSI)/American Institute of Steel Construction (AISC). (2005). Seismic provisions for structural steel buildings AISC 341-05 Chicago.

2. ASTM. (2007). “Standard test methods and definitions for mechanical testing of steel products.” A370-07a West Conshohocken PA.

3. Deierlein G. G. Krawinkler H. Billington S. Ma X. Hajjar J. F. and Eatherton M. (2010). “Seismic design and behavior of steel frames with controlled rocking. Part II: Large scale shake table testing and system collapse analysis.” ASCE/SEI Structures Congress Orlando FL ASCE Reston VA.

4. Residual Drifts of Self-Centering Systems Including Effects of Ambient Building Resistance

5. Eatherton M. R. and Hajjar J. F. (2010). “Large-scale cyclic and hybrid simulation testing and development of a controlled-rocking steel building system with replaceable fuses.” Newmark Structural Engineering Laboratory Rep. Series Rep. No. NSEL-025 Dept. of Civil and Environmental Engineering Univ. of Illinois Urbana IL.

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