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混凝土小型空心砌块墙片伪静力试验研究

Quasi-static tests on wall elements of concrete hollow block

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【作者】 周抚生郭迅郑志华毛国成

【Author】 ZHOU Fu-sheng1 GUO Xun2 ZHENG Zhi-hua2 MAO Guo-cheng3 (1.Department of Civil Engineering,Tsinghua University,Beijing 100084,China; 2.Institute of Engineering Mechanics, China Earthquake Administration,Harbin 150080,China; 3.Daqing Oil Field Administration,Daging 163700,China)

【机构】 清华大学土木系中国地震局工程力学研究所大庆石油管理局 北京100084黑龙江哈尔滨150080黑龙江大庆163700

【摘要】 由于强度、环保、施工方便等多方面的优势,混凝土空心砌块成为粘土砖的最理想的替代材料。不过砌块建筑经历的震害很少,抗震研究的成果也少。针对多层砌块建筑的抗震设计需求,模拟不同楼层压力,对15片1.4m×1.2m的空心混凝土砌块墙片进行了伪静力试验,得到了往复力-位移曲线,可供砌块结构抗震设计参考。

【Abstract】 Because of the advantages on strength, environment protecting and constructing convenience, concrete hollow block becomes the best substitute of clay brick. But the earthquake damage experiences and seismic research results are relatively less for this kind of material. This paper presents some results on the seismic behavior of wall elements of the concrete hollow block tested by quasi-static facility. Lateral force-displacement curves of the wall elements of the concrete hollow block under different vertical stress are obtained, and its limited lateral resistance is roughly equal to that suggested by the Code GBJ 50011-2001.

【基金】 大庆石油管理局科技攻关项目(2001113资助)
  • 【文献出处】 世界地震工程 ,World Information On Earthquake Engineering , 编辑部邮箱 ,2005年02期
  • 【分类号】TU364
  • 【被引频次】8
  • 【下载频次】190
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