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Abstract:
比较了钢筋混凝土带支撑框架与带暗支撑剪力墙的抗震性能,给出了它们抗震承载力的计算公式,提出了供抗震设计参考的建议.
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Source :
北京工业大学学报
ISSN: 0254-0037
Year: 2001
Issue: 1
Volume: 27
Page: 43-45
Cited Count:
WoS CC Cited Count: 0
SCOPUS Cited Count:
ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count: 10
Chinese Cited Count:
30 Days PV: 21
Affiliated Colleges: