Effect of composite action on seismic performance of steel moment connections with reduced beam sections-Reference-Cited by-同舟云学术

Effect of composite action on seismic performance of steel moment connections with reduced beam sections

Published:2001-04 Issue:4 Volume:57 Page:417-434
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Chen Sheng-Jin,Chao Y.C

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference11 articles.

1. AISC. Northridge steel update I. American Institute of Steel Construction, Chicago, II, 1994.

2. SAC. Interim guidelines: evaluation, repair, modification and design of steel moment frames. Federal Emergency Management Agency, report no. SAC-95-02, 1995.

3. How steel structures failed in Japan's great earthquake;Toyoda;Weld. J.,1995

4. SAC. Background reports: metallurgy, fracture mechanics, welding, moment connections and frame systems behavior. Federal Emergency Management Agency, report no. SAC-95-09, 1995.

5. Fracture of steel beam to box column connections;Chen;J. Chinese Inst. Engrg.,1990

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