Seismic damage evaluation of a steel building using stress triaxiality-Reference-Cited by-同舟云学术

Seismic damage evaluation of a steel building using stress triaxiality

Published:2003-02 Issue:3 Volume:25 Page:271-279
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Shama A.A,Zarghamee M.S,Ojdrovic R.P,Schafer B.W

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference20 articles.

1. Cyclic yield reversals in steel building connections;Popov;J Struct Div ASCE,1969

2. Krawinkler H, Bertero VV, Popov EP. Inelastic behavior of steel beam-to-column subassemblages. EERC Rep. 71-7 University of California, Berkeley, CA; 1971.

3. Berttero VV, Krawinkler H, Popov EP. Further studies on seismic behavior of steel beam-to-column subassemblages. EERC Rep. 73-27, University of California, Berkeley, CA; 1973.

4. Tsai KC, Popov EP. Steel beam-column joints in seismic moment resisting frames. EERC Rep. 88/19. University of California, Berkeley, CA; 1988

5. Cyclic loading performance of welded flange-bolted web connections;Engelhardt;J Struct Eng, ASCE,1993

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