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The Institute of Theoretical and Applied Mechanics
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Original version of the author's contribution as presented on CD, Paper ID: 05-05-0027.:
PDF
Seismic Force Reduction Factor for Equivalent Static Design of Chevron-Braced Steel Frames
Li, Yurong
;
Nakashima, Masayoshi
The Japanese seismic design code adopts a factor Ds for chevron-braced frames to consider the seismic force reduction due to the ductility. The Ds value varies from 0.25 [...]
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