A Finite Element Model for Simulating Out-Of-Plane Behavior of Masonry Infilled RC Frames

被引：2
|
作者：
Zhai, Changhai [1 ]
Kong, Jingchang [1 ]
Wang, Xiaohu [1 ]
机构：
[1] Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Peoples R China
来源：
PROGRESS IN STRUCTURE, PTS 1-4 | 2012年 / 166-169卷
关键词：
masonry-infilled RC frames; out-of-plane seismic performance; separate finite element model;
D O I：
10.4028/www.scientific.net/AMM.166-169.849
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The in-plane seismic performance has been studied by many researchers all over the world, whereas few studies have been done on the out-of-plane behavior of the infilled RC frames. In this paper, a separate finite element model for simulating the out-of-plane failure mode and capacity of masonry-infilled RC frames is developed using 3-D elements with damage-plasticity material model and the surface-based contact cohesive interaction model simulating the interface between blocks. Comparison between the results of analysis and experiment indicates that the present model can successfully simulate the out-of-plane behavior of the structure.
引用
收藏
页码：849 / 852
页数：4
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