The influence of distribution of masonry infill panels on the seismic response of RC framed structures

被引：0
|
作者：
Tantry, MA
Gupta, A
Madan, A
机构：
来源：
ADVANCES IN STRUCTURES, VOLS 1 AND 2 | 2003年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper presents the influence of distribution of masonry infill wall panels in Reinforced Concrete Framed Structures, when subjected to representative ground motions. A detailed analytical investigation of particular seismically vulnerable configuration of a framed structure on stilt columns (due to interruption of masonry wall panels at ground level) has been performed. The non-linear structural analysis programme IDARC-2D version 4.0 has been employed to perform the non-linear dynamic time history analysis of a typical masonry infilled framed building on stilt columns and provide analytical prediction on the extent of damage and possibility of collapse of such structures during Earthquakes. A typical three bay ten-story Reinforced Concrete Building Frame is analysed under strong ground motion to evaluate the influence of masonry infilled panels on the dynamic response and seismic performance.
引用
收藏
页码：1139 / 1143
页数：5
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