Effect of Overstrength on the Seismic Behaviour of Multi-Storey Regularly Asymmetric Buildings
暂无分享,去创建一个
[1] Mario De Stefano,et al. Seismic stability and the force reduction factor of code‐designed one‐storey asymmetric structures , 1999 .
[2] Juan Carlos de la Llera,et al. Inelastic Behavior of Asymmetric Multistory Buildings , 1996 .
[3] W. K. Tso,et al. EXTENSION OF EUROCODE 8 TORSIONAL PROVISIONS TO MULTI-STOREY BUILDINGS , 2000 .
[4] Mario De Stefano,et al. Inelastic seismic response of one-way plan-asymmetric systems under bi-directional ground motions , 1998 .
[5] W. K. Tso,et al. Design of torsionally unbalanced structural systems based on code provisions II: Strength distribution , 1992 .
[6] A. M. Chandler,et al. Inelastic seismic response of code‐designed multistorey frame buildings with regular asymmetry , 1993 .
[7] A. M. Chandler,et al. A modified static procedure for the design of torsionally unbalanced multistorey frame buildings , 1993 .
[8] Aurelio Ghersi,et al. Formulation of design eccentricity to reduce ductility demand in asymmetric buildings , 2000 .
[9] W. K. Tso,et al. Design of torsionally unbalanced structural systems based on code provisions I: Ductility demand , 1992 .
[10] Mario De Stefano,et al. Inelastic response and design criteria of plan-wise asymmetric systems , 1993 .