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土坯墙体抗剪承载力的改性试验研究
引用本文:焦春节,陶忠,陈志寿,高智能.土坯墙体抗剪承载力的改性试验研究[J].世界地震工程,2010,26(1).
作者姓名:焦春节  陶忠  陈志寿  高智能
作者单位:1. 同济大学,建筑工程系,上海,200092
2. 昆明理工大学,建筑工程学院,云南,昆明,650224
基金项目:国家自然科学基金项目,云南省自然科学基金项目 
摘    要:通过传统和改进土坯墙在单调荷载作用下的试验,得到土坯尺寸、改性泥浆及砌筑方式对土坯墙抗剪性能的影响,以及土坯墙裂缝的开展规律、破坏特征、承载能力、延性等力学性能。并在试验基础上,给出了传统和改进土坯墙抗剪承载力的计算公式。

关 键 词:土坯墙  墙体改性  砌筑方式  改性泥浆  延性  抗剪承载力

Experimental study on shear capacity of improved adobe wall
JIAO Chunjie,TAO Zhong,CHEN Zhishou,GAO Zhineng.Experimental study on shear capacity of improved adobe wall[J].World Information On Earthquake Engineering,2010,26(1).
Authors:JIAO Chunjie  TAO Zhong  CHEN Zhishou  GAO Zhineng
Institution:JIAO Chunjie1,TAO Zhong2,CHEN Zhishou2,GAO Zhineng2(1.Building Engineering Department,Tongji University,Shanghai 200092,China,2.College of Architecture , Engineering,Kunming University of Science , Technology,Kunming 650224,China)
Abstract:Based on experimental study on traditional and improved adobe walls subjected to monotonic load,it's shown that adobe dimension,improved mud and masonry style have influence on shear behavior of the adobe wall.Meanwhile the mechanical property of the adobe wall such as shear capacity and ductility is presented.Based on the test,the formula of shear capacity for the adobe wall is obtained.
Keywords:adobe wall  improved adobe wall  masonry style  improved mud  ductility  shear bearing capacity
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