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山形门式刚架的梁柱计算长度
EFFECTIVE LENGTH OF MEMBERS IN PITCHED PORTAL FRAMES
【摘要】 本文分析了山形门式刚架的整体稳定性。编制成的通用程序ELPF能够求算在任意荷载作用下不同类型的山形门式刚架的梁柱临界轴力及其计算长度系数。本文进行了参数研究,得到了柱脚铰接和柱脚固定两种支座类型的山形门式刚架的梁柱计算长度系数随不同参数变化的一系列曲线。所得结果可供实际工程参考和使用。
【Abstract】 In this paper, the stability of the pitched portal frame is analysed and a current program ELPF is used to evaluate the critical axial force and the effective length of members in different types of pitched portal frames under arbitrary loadings. The parametric study is carried out and the relationship between the effective length of members and some structural parameters of the pitched portal frames with fixed or hinged supports is obtained. Tables for μ values of members of the pitched portal frames are also presented for practical purposes.
- 【文献出处】 土木工程学报 ,China Civil Engineering Journal , 编辑部邮箱 ,1987年01期
- 【被引频次】24
- 【下载频次】128