Behavior of built-up shear links under large cyclic displacement

Engineering Journal

Volumn 40, Issue 4, 2003, Pages 221-234

  Itani, A M ^a   Elfass, S ^a   Douglas, B M ^a  

^a University of Nevada   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 33745606706     PISSN: 00138029     EISSN: None     Source Type: Trade Journal    
DOI: None     Document Type: Article

References (11)

1. American Institute of Steel Construction, Inc. (AISC) (1997), Seismic Provisions for Structural Steel Buildings, April 15, Chicago, Illinois.
2. Malley, J.O. and Popov, E.P. (1983), "Design Considerations for Shear Links in Eccentrically Braced Frames," Report No. UCB/EERC-83/24, Earthquake Engineering Research Center, University of California, Berkeley.
3. Kasai, K. and Popov, E.P. (1986), "A Study of Seismically Resistant Eccentrically Braced Frames," Report No. UCB/EERC-86/01, Earthquake Engineering Research Center, University of California, Berkeley.
4. Engelhardt, M.D. and Popov, E.P. (1989), "Behavior of Long Links in Eccentrically Braced Frames," Report No. UCB/EERC-89/01, Earthquake Engineering Research Center, University of California, Berkeley.
5. Hjelmstad, K.D. and Popov, E.P. (1983), "Seismic Behavior of Active Beam Links in Eccentrically Braced Frames," Report No. UCB/EERC-83/24, Earthquake Engineering Research Center, University of California, Berkeley.
6. California Department of Transportation (Caltrans) (1992), "Standard Specifications," Sacramento, California.
7. Applied Technology Council (ATC) (1992), Guidelines for Cyclic Seismic Testing of Components of Steel Structures, ATC-24, Redwood City, California.
8. Vincent, J. (1996), "Seismic Retrofit of the Richmond-San Rafael Bridge," 2nd US Seminar on Seismic Design, Evaluation and Retrofit of Steel Bridges, Report No. UCB/CEE-Steel-96-09, University of California, Berkeley.
9. Itani, Ahmad (1997), "Cyclic Behavior of Richmond-San Rafael Tower Links," Report No. CCEER 97-4, Center for Civil Engineering Earthquake Research, University of Nevada, Reno.
10. American Association of State Highway and Transportation Officials (1996), Standard Specifications for Highway Bridges, Washington, D.C.
11. Hamburger, R. and Frank, K. (1994), "Performance of Welded Steel Moment Connections, Issues Related to Materials and Mechanical Properties," Invitational Workshop on Steel Seismic Issues, SAC Joint Venture, Sept. 8 and 9.