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Abstract:
分别对钢筋混凝土框架-剪力墙结构和钢筋混凝土框架-钢剪力桁架结构进行了弹塑性静力反应分析,对两种抗侧力结构的延性进行比较,得出了钢筋混凝土框架-钢剪力桁架结构的受力性能和抗震特性.
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Source :
钢结构
ISSN: 1007-9963
Year: 2000
Issue: 4
Volume: 15
Page: 28-30,17
Cited Count:
WoS CC Cited Count: 0
SCOPUS Cited Count:
ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count: 12
Chinese Cited Count:
30 Days PV: 9
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