MODEL FOR THE NONLINEAR ANALYSIS OF CONFINED MASONRY BUILDINGS
This paper presents a practical displacement-based evaluation procedure for the seismic assessment of low-height confined masonry buildings. First, the Coefficient Method is adapted to obtain rapid estimates of inelastic roof displacement demands for regular confined masonry buildings. Second, a nonlinear simplified model is introduced to perform pushover analysis of confined masonry buildings whose global and local behavior is dominated by shear deformations in the masonry walls. The model, which can be applied through the use of commercial software, can be used to estimate the capacity curve of a confined masonry building.
confined masonry displacement-based evaluation pushover analysis capacity curve
Amador Terán-Gilmore Oscar Zu(n)iga-Cuevas Jorge Ruiz-García
Departamento de Materiales, Universidad Autonoma Metropolitana, Mexico City Facultad de Ing. Civil, Universidad Michoacana de San Nicolas de Hidalgo, Morelia, Mexico
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）