论文信息 - Analysis and modelling of the in-plane shear behaviour of hollow brick masonry panels

Analysis and modelling of the in-plane shear behaviour of hollow brick masonry panels

Abstract The paper presents a numerical and an experimental analysis of the in-plane shear behaviour of hollow brick masonry panels. The non-linear behaviour of masonry is modeled considering elastic-perfectly plastic behaviour of the mortar joint. Experimental methodology consists in the diagonal compression of considered masonry walls. Numerical and experimental results are compared and discussed. The efficiency of modelling to forecast a representative failure mode of the masonry is investigated.

[1] G. Pande,et al. Numerical modelling of brick masonry panels subject to lateral loadings , 1996 .

[2] Arnold W. Hendry,et al. Design of Masonry Structures , 2003 .

[3] P. Lourenço,et al. Multisurface Interface Model for Analysis of Masonry Structures , 1997 .

[4] Sergio Lagomarsino,et al. DAMAGE MODELS FOR THE SEISMIC RESPONSE OF BRICK MASONRY SHEAR WALLS. PART II: THE CONTINUUM MODEL AND ITS APPLICATIONS , 1997 .

[5] Sergio Oller,et al. A homogeneous constitutive model for masonry , 1999 .

[6] P. Lourenço. Computational strategies for masonry structures : Proefschrift , 1996 .

[7] T. Paulay,et al. Seismic Design of Reinforced Concrete and Masonry Buildings , 1992 .

[8] R. Luciano,et al. Homogenization technique and damage model for old masonry material , 1997 .