Simplified nonlinear response simulation of composite steel–concrete beams and CFST columns-Reference-Cited by-同舟云学术

Simplified nonlinear response simulation of composite steel–concrete beams and CFST columns

Published:2010-09 Issue:9 Volume:32 Page:2825-2831
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zhao Huiling,Kunnath Sashi K.,Yuan Yong

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference31 articles.

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2. Seismic response of composite moment-resisting connections. II: behaviour;Hajjar;J Struct Eng,1998

3. Cyclic lateral load analysis of composite frames;Kim,1992

4. Non-linear analysis of steel–concrete composite frames with full and partial shear connection subjected to seismic loads;Bursi;J Constr Steel Res,2005

5. Bugeja MN, Bracci JM, Moore WP. Seismic behavior of composite moment resisting frame systems. Report no. CBDC-99-01. Texas: Texas A&M University; 1999. p. 137–81.

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