MAXIMUM BENDING MOMENTS OF BEAMS IN STEEL FRAMES SUBJECTED TO STRONG GRAND MOTIONS
Author:
Affiliation:
1. Dept. of Architecture and Civil Eng., Faculty of Eng., Kumamoto Univ.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/69/580/69_KJ00004090999/_pdf
Reference5 articles.
1. 7) TANABASHI R. Gravity Effect on the Catastrophic Dynamic Response of Strain-Hardening Multi-Sory Frames. Proc. of 5th WCEE, 1978. 6. (1978)
2. A CONSIDERATION ON EARTHQUAKE RESISTANT ABILITY OF EXISTING LOW OR MIDDLE RISE STEEL STRUCTURES
3. FLEXURAL STRENGTH DEMAND FOR BEAM-TO-COLUMN CONNECTIONS IN EARTHQUAKE RESISTANT DESIGN OF STEEL MOMENT FRAMES
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