Numerical model for static and dynamic analysis of masonry structures

被引：0
|
作者：
Radnic, Jure [1 ]
Harapin, Alen [1 ]
Matesan, Domagoj [1 ]
Trogrlic, Boris [1 ]
Smilovic, Marija [1 ]
Grgic, Nikola [1 ]
Baloevic, Goran [1 ]
机构：
[1] Sveuciliste Splitu, Gradevinskoarhitektonski Fak, Split, Croatia
来源：
GRADEVINAR | 2011年 / 63卷 / 06期
关键词：
masonry structures; static analysis; dynamic analysis; numerical model; material and geometrical nonlinearity; soil-structure interaction;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Problems encountered during analysis of masomy structures are briefly presented. A model for the static and dynamic analysis of various types of masonry structures is presented. Most significant nonlinear effects of behaviour exhibited by such structures are modelled, which includes various aspects of material nonlinearity, contact problems, and geometrical nonlinearity. The possibility of simulating the soil-structure interaction is presented. Some possible applications of the described model are shown on three solved examples.
引用
收藏
页码：529 / 546
页数：18
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