• 主桁节点 - 引用次数：5

  The semi-rigidness is introduced in the fourth chapter, of which connection between crossbeam and vertical beam or primary truss joint. And the M-φcurve modes of semi-rigid connection is comparatively studied.

  本文第四章介绍了横梁与主桁节点、横梁与纵梁的半刚性连接，比较了半刚性连接的M-Φ曲线的各种模式，并结合国内外出现的此类连接疲劳破坏的实例，对其破坏原因做了一定的研究。

  参考来源 - 钢桥主桁节点与横梁连接疲劳性能研究

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