Modelling of Reinforced Concrete Core Walls Under Bi-directional Loading
暂无分享,去创建一个
[1] F. Vecchio,et al. THE MODIFIED COMPRESSION FIELD THEORY FOR REINFORCED CONCRETE ELEMENTS SUBJECTED TO SHEAR , 1986 .
[2] Anthony J. Threlfall,et al. Shear wall structures , 2007 .
[4] Katrin Beyer,et al. Inelastic Wide-Column Models for U-Shaped Reinforced Concrete Walls , 2008 .
[5] F. J. Vecchio,et al. Nonlinear Analysis of Reinforced-Concrete Shells , 1993 .
[6] Katrin Beyer,et al. Quasi-Static Cyclic Tests of Two U-Shaped Reinforced Concrete Walls , 2008 .
[7] J. Mazars,et al. Using multifiber beams to account for shear and torsion: Applications to concrete structural elements , 2006 .
[8] F. Vecchio. DISTURBED STRESS FIELD MODEL FOR REINFORCED CONCRETE: FORMULATION , 2000 .
[9] J. M. Reynouard,et al. BEHAVIOUR OF U-SHAPED WALLS SUBJECTED TO UNIAXIAL AND BIAXIAL CYCLIC LATERAL LOADING , 2005 .