An elastic analysis for the composite action of walls supported on encastré beams and portal frames

A.L. Yettram , M.J.S. Hirst
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引用次数: 2

Abstract

An elastic analysis is presented for walls supported by either encastré beams or complete portal frames. The wall is idealised into a set of equispaced vertical stringers, which carry direct load, with shear carrying panels between them. Any distribution of vertical superload can be considered and the effect of wall self-weight may be included. A series of cases is analysed and the results are compared with those predicted by other methods.

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悬臂梁和门式刚架支撑墙复合作用的弹性分析
提出了一种弹性分析,无论是由内嵌梁或完整的门式框架支撑的墙壁。墙体被理想地设计成一组均匀的垂直桁,它们承受直接荷载,它们之间有剪切承载板。竖向超荷载的任何分布都可以考虑,墙体自重的影响也可以考虑在内。对一系列实例进行了分析,并与其他方法的预测结果进行了比较。
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