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Abstract:
提出了带暗柱T形柱,进行了4根较小剪跨比(λ=2375)的T形柱抗震性能试验,分析了轴压比对承载力、刚度、延性的影响以及设暗柱对提高T形柱抗震能力的作用.最后进行了理论计算,计算值与实测值符合较好.
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Source :
地震工程与工程振动
ISSN: 1000-1301
Year: 1999
Issue: 4
Volume: 19
Page: 61-66
Cited Count:
WoS CC Cited Count: 0
SCOPUS Cited Count:
ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count: 58
Chinese Cited Count:
30 Days PV: 7
Affiliated Colleges: