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1.
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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5 Li, Y.
2 Li, Yan
1 Li, Yan yan
1 Li, Yan-Ying
1 Li, Yanan
1 Li, Yang
2 Li, Yangcheng
1 Li, Yaning
1 Li, Yanxiu
1 Li, Yaqi
1 Li, Yeping
1 Li, Yi
2 Li, Yi-Chao
1 Li, Yigang
1 Li, Yin Fai
1 Li, Ying
17 Li, Yingmin
3 Li, Yong
1 Li, Yong-Gang
1 Li, Yu
1 Li, Yuan-Qi
1 Li, Yuanjie
1 Li, Yuchun
6 Li, Yue
1 Li, Yuebing
1 Li, Yuguo
1 Li, Yurun
1 Li, Yutong
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