On a numerical model for static and dynamic analysis of in‐plane masonry infilled steel frames. Issue 5 (29th May 2013)

• Record Type: Journal Article
• Authors: Radnić, J.; Baloević, G.; Matešan, D.; Smilović, M.
• Is Part Of: Materialwissenschaft und Werkstofftechnik. Volume 44:Issue 5(2013:May)
• Page Start: 423
• Page End: 430
• Publication Date: 2013-05-29
• Subjects: Materials -- Periodicals; Materials -- Testing -- Periodicals; 620.1
• DOI: 10.1002/mawe.201300146
• Languages: English
• ISSNs: 0933-5137

Abstract

<abstract abstract-type="main" xml:lang="en"> <title>Abstract</title> <p>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.</p> </abstract>