石结构房屋抗震性能的振动台试验研究  

Experimental Study on Seismic Behavior of Stone Model Buildings on Shaking Table

作　　者：李德虎[1] 李得民 

机构地区：[1]中国建筑科学研究院 [2]福建泉州市建委

出　　处：《建筑科学》1992年第4期31-36,共6页Building Science

摘　　要：通过两幢单层足尺石结构房屋模型的振动台试验,观察并分析了石结构房屋在模拟地震作用下的抗震性能。试验结果表明:石结构房屋的破坏机理与普通砖砌体基本类似;采用低强度灰浆砌筑的单层石结构房屋在7度设防区不致倒塌;纵横墙咬槎,砂浆抹面是提高石结构房屋抗震性能的有效途径。The paper studies the seismic behavior of stone buildings by two structural models with full scale on shaking table. It shows that stone buildings are similar to brick buildings in mechanism of damage, this type of one storey stone buildings with mortar paving can resist earthquake intensity of 7, and the stone building constructed by mortar surfacing and staggered joints between longitudinal and transverse walls can improve its aseismic capacity.

关 键 词：石结构 建筑 抗震 振动台 试验 

分 类 号：TU363.03[建筑科学—结构工程]