Abstract:
本文用几何非线性有限元法,讨论了撑杆数目、垂跨比、高跨比、弦的预应力和面积等对单榀张弦梁结构稳定性能的影响.得出了有益的结论。
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Year: 2002
Language: Chinese
Cited Count:
WoS CC Cited Count: 0
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ESI Highly Cited Papers on the List: 0 Unfold All
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30 Days PV: 7
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