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Author:

李义生 (李义生.) | 白正仙 (白正仙.) | 刘锡良 (刘锡良.)

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。

Keyword:

稳定性 张弦梁

Author Community:

  • [ 1 ] 天津市北辰区房地产管理局
  • [ 2 ] 天津大学建工学院土木系
  • [ 3 ] 北京工业大学建工学院

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Source :

Year: 2002

Language: Chinese

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 7

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