FINITE ELEMENT MODELING OF MASONRy-INFILLED RC FRAMES
暂无分享,去创建一个
[1] P. B. Shing,et al. An appraisal of smeared crack models for masonry shear wall analysis , 1991 .
[2] Michael Ortiz,et al. An analysis of a new class of integration algorithms for elastoplastic constitutive relations , 1986 .
[3] Michael E. Plesha,et al. Constitutive Model and Finite Element Procedure for Dilatant Contact Problems , 1989 .
[4] Richard E. Goodman,et al. A ground reaction curve based upon block theory , 1985 .
[5] P. Benson Shing,et al. Experimental Evaluation of Masonry-Infilled RC Frames , 1996 .
[6] Gernot Beer,et al. Numerical methods in rock mechanics , 1990 .
[7] Ralejs Tepfers,et al. Cracking of concrete cover along anchored deformed reinforcing bars , 1979 .
[8] P. Benson Shing,et al. Interface Model Applied to Fracture of Masonry Structures , 1994 .
[9] J. Z. Zhu,et al. The finite element method , 1977 .
[10] Shiro Morita,et al. SPLITTING BOND FAILURES OF LARGE DEFORMED REINFORCING BARS , 1979 .
[11] T. C. Liauw,et al. Multibay Infilled Frames Without Shear Connectors , 1988 .