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砌体结构墙体抗侧承载时的剪切滞后初探
引用本文:陈继城.砌体结构墙体抗侧承载时的剪切滞后初探[J].湖南城市学院学报(自然科学版),2001,10(2):9-11.
作者姓名:陈继城
作者单位:增城市城市规划设计室,广东,增城,511300
摘    要:初步探讨了砌体结构墙体抗侧承载时的剪切滞后问题.文章利用弹性力学理论,在不作平截面假定的情况下,从理论上推导出砌体结构墙体的整体高宽比(H/B)对正截面应力分布的影响函数,并与常规情况下采用平截面假定时的应力分布作比较,得出较有意义的计算结论.

关 键 词:抗侧承载  应力分布  剪切滞后
文章编号:1008-9608(2001)02-0009-03
修稿时间:2001年1月24日

Discussion About Shear-Lethargy of Masonry Wall Under Lateral Loading
CHEN Ji-cheng.Discussion About Shear-Lethargy of Masonry Wall Under Lateral Loading[J].Journal of Hunan City University:Natural Science,2001,10(2):9-11.
Authors:CHEN Ji-cheng
Abstract:The shear-lethargy of masonry wall under lateral loading is discussed in this paper. The affecting fonction of the distribution of the stress normal to the section on the ratio between the total height and total width of the wall, is put forward theoretically, without the hypothesis of plane section, only by the theory of ELASTIC MECHANICS. A significant conclusion for reference is obtained by contrast with the general results by the hypothesis of plane section.
Keywords:lateral loading  stress distribution  shear-lethargy  
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