EFFECT OF INFILL MASONRY PANELS ON THE SEISMIC RESPONSE OFFRAME BUILDINGS
This paper presents the results of an experimental program investigating the behaviour of frame with masonry infill panels subjected to cyclic loadings. Two types of masonry frequently used were tested. The effects of the infill panels on the seismic response of frame buildings were evaluated. The experimental results have been used to develop an analytical model for the determination of the stress-strain relationship to predict the inelastic behaviour of each type of infill. A linear (spectral) and non linear (step by step) analysis have been carried out on currently used prototype frames. The results obtained show that the infill has an effect on the seismic response of frame buildings and it should be considered in the analysis of such a type of structures.
Infill panels seismic behaviour cyclic loading modelling frames. Fundamental period base shear
T. ELOUALI
Dept. of Civil Engineering , Mohammadia school of Engineers, University of Mohammed the fifth Agdal. Rabat Morocco
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12（万方平台首次上网日期，不代表论文的发表时间）