Prediction of Stiffness of Reinforced Concrete Shearwalls under Service Loads
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[1] Jan C. Jofriet,et al. Finite Element Analysis of Reinforced Concrete Slabs , 1971 .
[2] William C. Schnobrich,et al. Nonlinear finite element analysis of reinforced concrete plates and shells under monotonic loading , 1991 .
[3] T. Paulay,et al. Reinforced Concrete Structures , 1975 .
[4] Maria Anna Polak. Effective Stiffness Model for Reinforced Concrete Slabs , 1996 .
[5] James G. MacGregor,et al. Tension-Stiffening Model for Planar Reinforced Concrete Members , 1990 .
[6] L. W. Lu,et al. Techniques for testing structures permitted to sway , 1967 .
[7] James G. MacGregor,et al. Behavior of Concrete Panels Subjected to Axial and Lateral Loads , 1990 .
[8] Chun Man Chan,et al. Lateral stiffness characteristics of tall reinforced concrete buildings under service loads , 2000 .
[9] Michael D. Kotsovos,et al. Behavior of Reinforced Concrete Structural Walls: Strength, Deformation Characteristics, and Failure Mechanism , 1990 .
[10] F. J. Vecchio,et al. Nonlinear Analysis of Reinforced-Concrete Shells , 1993 .
[11] Andrew Scanlon,et al. TIME-DEPENDENT REINFORCED CONCRETE SLAB DEFLECTIONS , 1974 .