Numerical model for dynamic analysis of masonry- infilled steel and concrete frames (CROSBI ID 673457)
Prilog sa skupa u zborniku | sažetak izlaganja sa skupa | međunarodna recenzija
Podaci o odgovornosti
Baloević, Goran ; Radnić, Jure ; Grgić, Nikola
engleski
Numerical model for dynamic analysis of masonry- infilled steel and concrete frames
A numerical model for nonlinear dynamic analysis of planar masonry-infilled concrete and steel frames strengthened with composites is briefly presented. The model is quite simple and it can simulate main nonlinear effects of these structures. Besides modelling of nonlinear behaviour of concrete, steel, masonry, plaster and soil, it can simulate nonlinearities at contact surfaces, changes in structural geometry and construction of a structure over different time phases. The model is based on a relatively small number of material parameters and intended for practical application primarily. The model was verified by using the data of the performed shake-table tests on masonry-infilled steel and concrete frames. Numerical results showed fairly good agreement with the experimental results. This shows the potential reliability of the developed numerical model for the analysis of planar masonry structures. However, further verifications of the model and corresponding computational software are most welcome.
composite masonry-infilled frame ; earthquake ; numerical model ; shake table
nije evidentirano
nije evidentirano
nije evidentirano
nije evidentirano
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Podaci o prilogu
1-1.
2018.
objavljeno
Podaci o matičnoj publikaciji
Podaci o skupu
12th International Conference on Advanced Computational Engineering and Experimenting, ACE-X 2018
poster
01.07.2018-05.07.2018
Amsterdam, Nizozemska