EFFECT OF MASONRY INFILL FOR REDUCING THE SWAY OF RC FRAME USING FINITE ELEMENT MODELING
暂无分享,去创建一个
[1] Andrei M. Reinhorn,et al. Modeling of Masonry Infill Panels for Structural Analysis , 1995 .
[2] Paulo B. Lourenço,et al. A plane stress softening plasticity model for orthotropic materials , 1997 .
[3] R. Borst,et al. Studies in anisotropic plasticity with reference to the Hill criterion , 1990 .
[4] Md. Monjur Hossain. Non-Linear Finite Element Analysis of Wall-Beam Structures , 1997 .
[5] B Hobbs,et al. Inelastic Design of Infilled Frames , 1995 .
[6] J. F. Besseling. A theory of elastic, plastic and creep deformations of an initially isotropic material showing anisotropic strain-hardening, creep recovery, and secondary creep , 1958 .
[7] R. Borst,et al. The use of the Hoffman yield criterion in finite element analysis of anisotropic composites , 1990 .
[8] O. Hoffman. The Brittle Strength of Orthotropic Materials , 1967 .
[9] Abdul Waset. Sway characteristics of brick infilled reinforced concrete building frame under lateral loading , 2002 .
[10] R. Hill. A theory of the yielding and plastic flow of anisotropic metals , 1948, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.
[11] Maurizio Papia. Analysis of infilled frames using A coupled finite element and boundary element solution scheme , 1988 .