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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

Radnić, Jure ; Baloević, Goran ; Matešan, Domagoj ; Smilović, Marija On a numerical model for static and dynamic analysis of in-plane masonry infilled steel frames // Materialwissenschaft und Werkstofftechnik, 44 (2013), 5; 423-430. doi: 10.1002/mawe.201300146

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

Povezanost rada

Građevinarstvo

Poveznice
Indeksiranost