DAMAGE ASSESSMENT OF MASONRY INFILLED FRAMES (CROSBI ID 613670)
Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija
Podaci o odgovornosti
Kalman Šipoš, Tanja ; Sigmund, Vladimir
engleski
DAMAGE ASSESSMENT OF MASONRY INFILLED FRAMES
There are many different parameters that affect the behavior of masonry-infilled reinforced concrete frames under earthquake loadings and it is difficult to predict. Selection of the parameters, that have the greatest impact on the response system, was carried out on the EDIF database of 113 one- storey one- bay infilled frame tests processed by statistical sensitivity analysis. Those parameters were height to length ratio, longitudinal reinforcement ratio of column and compressive strengths of concrete and masonry infill. A simplified and reliable analytical model, based on the equivalent diagonal and validated on different experimental tests, has been adopted for extensive studies on seismic vulnerability of infilled frame buildings. We investigated the seismic response and the influence of the masonry infills on the global structural response in terms of inter-storey drift ratio and damage states by incremental dynamic analysis. Results are presented in order to determine the relationship between infill’s type and damage state for low-rise infilled framed buildings.
framed-masonry; design; assesment
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Podaci o prilogu
319-329.
2014.
objavljeno
Podaci o matičnoj publikaciji
Second European Conference on Earthquake Engineering and Seismology
Ansal, Atilla
Istanbul: EAEE
Podaci o skupu
Second European Conference on Earthquake Engineering and Seismology
predavanje
24.08.2014-28.08.2014
Istanbul, Turska