Naslov
Numerical model for dynamic analysis of masonry‐ infilled steel and concrete frames

Autori
Baloevic, Goran ; Radnić, Jure ; Grgic, Nikola.

Izvornik
Materialwissenschaft und Werkstofftechnik (0933-5137) 50 (2019), 5; 519-532

Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni

Ključne riječi
Composite masonry-infilled frame earthquake numerical model shake table

Sažetak
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 behavior 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 is verified by using the data of the performed shake‐ table tests on masonry‐infilled steel and concrete frames. Numerical results show 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.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo

POVEZANOST RADA