Abstract:
本文运用大型有限元软件ANSYS,同时采用三种分析极限承载力的方法(线性屈曲法,几何非线性法与同时考虑几何非线性和材料非线性法)对设计中的钢管桁肋式拱桥——湘江特大桥主跨拱桥进行极限承载力计算分析.
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福建交通科技
ISSN: 1674-8581
CN: 35-1099/U
Year: 2007
Issue: 1
Page: 21-24
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: 3
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