On a numerical model for static and dynamic analysis of in-plane masonry infilled steel frames (CROSBI ID 194028)
Prilog u časopisu | izvorni znanstveni rad | međunarodna recenzija
Podaci o odgovornosti
Radnić, Jure ; Baloević, Goran ; Matešan, Domagoj ; Smilović, Marija
engleski
On a numerical model for static and dynamic analysis of in-plane masonry infilled steel frames
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.
masonry-infilled steel frames; numerical model; static and dynamic analysis
Special Issue: Advanced Computational Engineering and Experimenting (ACE-X 2012).
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Podaci o izdanju
44 (5)
2013.
423-430
objavljeno
0933-5137
10.1002/mawe.201300146