An optimal resizing technique for seismic drift design of concrete buildings subjected to response spectrum and time history loadings
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[1] Archibald N. Sherbourne,et al. Automatic Optimal Design of Tall Steel Building Frameworks , 1995 .
[2] Xiaokang Zou,et al. Optimal seismic performance-based design of reinforced concrete buildings , 2002 .
[3] S. Kodiyalam,et al. Shape optimization of three-dimensional continuum structures via force approximation techniques , 1989 .
[4] T. Paulay,et al. Seismic Design of Reinforced Concrete and Masonry Buildings , 1992 .
[5] Jack P. Moehle,et al. Observations on the Behavior of Reinforced Concrete Buildings During Earthquakes , 1991, SP-127: Earthquake-Resistant Concrete Structures--Inelastic Response and Design.
[6] Cornelius T. Leondes,et al. Structural dynamic systems computational techniques and optimization, Computational techniques , 1999 .
[7] Anil K. Chopra,et al. Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .
[8] M. A. Bhatti. Dual Criteria Approach for Optimal Design of Earthquake-Resistant Structural Systems , 1981 .
[9] G. Cowper. The Shear Coefficient in Timoshenko’s Beam Theory , 1966 .
[10] Chun Man Chan,et al. Optimal lateral stiffness design of tall buildings of mixed steel and concrete construction , 2001 .