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建筑幕墙横梁的局部稳定性分析
引用本文:陈光烁. 建筑幕墙横梁的局部稳定性分析[J]. 建筑科学, 2007, 23(7): 8-12
作者姓名:陈光烁
作者单位:北京江河幕墙装饰工程有限公司,北京,101300
摘    要:将建筑幕墙上经常使用的薄壁金属横梁的受力简化为薄板受力问题加以研究,利用弹性力学理论较为详细地分析了幕墙横梁的局部稳定性问题的由来及工程设计中常用的应对措施,并通过计算得出一系列控制局部稳定性指标,这些结果与行业标准基本上是一致的。本文还通过计算结果与技术规范的比较提出自己的看法,为今后修订此规范提供了思路和参考,使建筑幕墙的设计更加科学和规范化。

关 键 词:金属薄壁构件  局部稳定性  薄板的弹性屈曲  弹塑性材料构件的边缘屈服
文章编号:1002-8528(2007)07-0008-05
收稿时间:2006-05-18
修稿时间:2006-05-18

Local Stability Analysis of Thin-walled Metal Member of Building Curtain Wall
CHEN Guang-shuo. Local Stability Analysis of Thin-walled Metal Member of Building Curtain Wall[J]. Building Science, 2007, 23(7): 8-12
Authors:CHEN Guang-shuo
Affiliation:Beijing Jianghe Curtain Wall Decoration Engineering Co. Ltd. , Beijing 101300, China
Abstract:The local stability of thin-walled metal member in building curtain wall structures and its design measures are analyzed in this paper.According to the theory of elastic buckling of sheet and the principle of edge yielding of elasto-plastic material,the controlling indexes of the local stability of this kind of members are calculated and deduced in detail.The results can be used as reference in the structural design of building curtain wall engineering.
Keywords:thin-walled metal member  local stability  elastic buckling of sheet  edge yielding of elasto-plastic material
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