Abstract:
结构鲁棒性体现了结构对局部破坏的不敏感性。通过改变构件重要性系数得出结构鲁棒性系数的算法,来定量评估钢框架结构的鲁棒性能。建立两个不同复杂程度钢框架模型,对纯框架结构和加支撑框架结构进行鲁棒性分析,验证了该定量评估方法的合理性。
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Year: 2017
Page: 592-597
Language: Chinese
Cited Count:
SCOPUS Cited Count:
ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count: -1
Chinese Cited Count:
30 Days PV: 2
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