Effects of interface slip and semi-rigid joint on elastic seismic response of steel-concrete composite frames

Author:

Qi Jing-jing,Jiang Li-zhong

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference18 articles.

1. ELGHAZOULI A Y, CASTRO J M, IZZUDDIN B A. Seismic performance of composite moment-resisting frames [J]. Engineering Structure, 2008, 30:1802–1819.

2. LEON R T. Analysis and design problems for PR composite frames subjected to seismic loads [J]. Engineering Structure, 1998, 20:364–371.

3. PILUSO V, RIZZANO G, TOLONE I. Seismic reliability assessment of a two-story steel-concrete composite frame designed according to Eurocode 8 [J]. Structural Safety, 2009, 31(5):383–395.

4. JIANG Li-zhong, CAO Hua, YU Zhi-wu. Elastic-plastic earthquake response of steel-concrete composite frame structure [J]. Journal of Railway Science and Engineering, 2005, 2(3): 1–8. (in Chinese)

5. JIANG Li-zhong, WANG Chen. Elastic-plastic earthquake response of steel-concrete composite frame structure [J]. Journal of Railway Science and Engineering, 2008, 5(2): 7–11. (in Chinese)

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