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公路钢桁桥稳定性影响因素分析

The analyse of highway steel truss bridge safety factor
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摘要 钢桁桥造型美观,材料用量较省,结构承载能力高,刚度大,随着我国经济的发展,交通量的不断增大,其应用将会越来越多。本文对影响公路钢桁桥稳定性的因素,包括横向风荷载、横梁刚度、平联刚度、桥面板刚度、纵横梁连接方式、横梁与主析连接方式等进行了计算分析,得出了一些有意义的结论,可供施工参考。 Steel truss bridge has been widely used for it's advantages of beautiful shape,goodability of taking load,material savad and high stiffness.As the economic development andincreasing traffic of China,the application of steel truss bridge will be more and morewidely This paper haves given consideration in factors that influences the stability of Steel truss bridge such as horizontal windload,beam stiffness,lateral stiffness,the bridge deck stiffness,the connections betweenlongitudinal beam and cross beam,the connections between cross beams and the main truss and so on when calculating and analyzing the overall stability factor in construction process.Physically,it also obtain some beneficial conclusions,which can provide a reference for theconstruction.
作者 吴坚
出处 《中国建材科技》 2011年第1期47-50,共4页 China Building Materials Science & Technology
关键词 公路钢桁桥 稳定性:分析 highway steel truss bridge stability safety factor. analyse
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参考文献3

  • 1李国豪.桥梁结构稳定与振动(修订版)[M].北京:中国铁道出版社,2003. 被引量:15
  • 2陈骥编著..钢结构稳定理论与设计[M].北京:科学出版社,2003:XXVIII, 592.
  • 3万明坤.关于铜析梁纵联与横联计算中的一些问题.铁道标准设计,1979,7. 被引量:1

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