Coupled instability of bar members

机译：酒吧成员的不稳定因素

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This paper deals with the coupled instability problems of structural members or structures, i.e., local and overall interaction buckling problems. For overall buckling, only the so-called Euler type flexural buckling is considered. In this paper, the approximate formulas for the coupled buckling strengths of columns, beamcolumns, beams and planar frames are presented. At the same time, their comparisons with test results will be discussed together with the design philosophy for these structural members. Moreover, an attempt is made in the following discussion to represent the strength formulas as functions of the residual stresses and initial geometrical imperfections.

机译：本文讨论结构构件或结构的耦合不稳定性问题，即局部和整体相互作用屈曲问题。对于整体屈曲，仅考虑所谓的欧拉型弯曲屈曲。在本文中，给出了圆柱，梁柱，梁和平面框架耦合屈曲强度的近似公式。同时，将讨论它们与测试结果的比较以及这些结构构件的设计原理。此外，在以下讨论中尝试将强度公式表示为残余应力和初始几何缺陷的函数。

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《Second International Conference on Coupled Instabilities in Metal Structures CIMS'96 5-7 September 1996 Liege-Belgium》|1996年|p.217-228|共12页
会议地点 Liege(BE);Liege(BE)
作者
T. Usami; H. B. Ge;
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正文语种 eng
中图分类建筑科学;
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Coupled instability of bar members

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