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Comparison of developed numerical macro and micro masonry models for static and dynamic analysis of masonry-infilled steel frames (CROSBI ID 231476)

Prilog u časopisu | izvorni znanstveni rad | međunarodna recenzija

Baloević, Goran ; Radnić, Jure ; Matešan, Domagoj ; Grgić, Nikola ; Banović, Ivan Comparison of developed numerical macro and micro masonry models for static and dynamic analysis of masonry-infilled steel frames // Latin American Journal of Solids and Structures, 13 (2016), 12; 2251-2265. doi: 10.1590/1679-78252520

Podaci o odgovornosti

Baloević, Goran ; Radnić, Jure ; Matešan, Domagoj ; Grgić, Nikola ; Banović, Ivan

engleski

Comparison of developed numerical macro and micro masonry models for static and dynamic analysis of masonry-infilled steel frames

First, the basic characteristics of macro and micro masonry models in numerical analyses of masonry structures are discussed. Afterwards, developed numerical macro and micro masonry models, intended for the nonlinear static and dynamic analysis of unreinforced and confined masonry walls, as well as of masonry-infilled frames, are briefly presented. The models are tested on previously performed experimental tests of masonry-infilled steel frame under horizontal static force and masonry-infilled steel frame on a shaketable. The precision of both models is compared. It is concluded that both numerical models can provide reliable results. However, the macro model has more advantages for wide practical application.

Comparison ; Masonry macro model ; Masonry micro model ; Masonry-infilled frames

Rad je prezentiran na skupu 9th International Conference on Advanced Computational Engineering and Experimenting (ACE-X) ; održanom od 19.06.-02.07., München, Njemačka.

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Podaci o izdanju

13 (12)

2016.

2251-2265

objavljeno

1679-7817

1679-7825

10.1590/1679-78252520

Povezanost rada

Građevinarstvo

Poveznice
Indeksiranost