Seismic performance of K-EBF structures considering aftershock sequences and link failure

Seismic performance of K-EBF structures considering aftershock sequences and link failure

Aiming at the problems that the failure of members can change the stress state of the structure, and the building may be severely damaged or even collapsed due to aftershock sequences, the effect of aftershock sequences and link failure on the seismic performance of K-eccentrically braced steel fram...

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Bibliographic Details
Main Authors: Haifeng YU, Yifan ZHU, Bin FANG, Tianjiao JIN, Kang MA, Yong LI
Format: Article
Language:zho
Published: Hebei University of Science and Technology 2024-10-01
Series:Journal of Hebei University of Science and Technology
Subjects:
structural designs; eccentrically braced steel structures; main-aftershock sequence; collapse resistance; fragility analysis; link failure
Online Access:https://xuebao.hebust.edu.cn/hbkjdx/article/pdf/b202405007?st=article_issue
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https://xuebao.hebust.edu.cn/hbkjdx/article/pdf/b202405007?st=article_issue

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