On a numerical model for static and dynamic analysis of in-plane masonry infilled steel frames

被引：10
|
作者：
Radnic, J. [1 ]
Baloevic, G.
Matesan, D. [1 ]
Smilovic, M. [1 ]
机构：
[1] Univ Split, Fac Civil Engn Architecture & Geodesy, Split 21000, Croatia
来源：
MATERIALWISSENSCHAFT UND WERKSTOFFTECHNIK | 2013年 / 44卷 / 05期
关键词：
masonry-infilled steel frames; numerical model; static and dynamic analysis; BEHAVIOR; OPENINGS;
D O I：
10.1002/mawe.201300146
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
A numerical model is presented for both static and dynamic analysis of planar masonry-infilled steel frames, which are loaded only in their plane. The model can simulate all main nonlinear effects of the frame-infill-foundation-soil system. With this model, bare steel and concrete frame structures, masonry structures, as well as masonry-infilled steel and concrete frame structures can be analysed. Verification of this model was performed on two experimental tests. In example 1 a masonry-infilled steel frame under static cyclic load and in example 2 a masonry-infilled steel frame under dynamic load were analysed. The obtained numerical results agree well with experimental results.
引用
收藏
页码：423 / 430
页数：8
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