Application of a recently proposed displacement-based assessment procedure for asymmetric-plan RC wall buildings
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[1] Katrin Beyer,et al. Capacity Design of Coupled RC Walls , 2014 .
[2] Thomas Paulay,et al. Displacement-based design approach to earthquake-induced torsion in ductile buildings , 1997 .
[3] Anil K. Chopra,et al. A modal pushover analysis procedure for estimating seismic demands for buildings , 2002 .
[4] Mervyn J. Kowalsky,et al. Displacement-based seismic design of structures , 2007 .
[5] Mjn Priestley,et al. VISCOUS DAMPING IN SEISMIC DESIGN AND ANALYSIS , 2005 .
[6] Katrin Beyer,et al. Seismic design of torsionally eccentric buildings with U-shaped RC walls , 2008 .
[7] Tom Paulay. Understanding torsional phenomena in ductile systems , 2000 .
[8] Anil K. Chopra,et al. A modal pushover analysis procedure to estimate seismic demands for unsymmetric‐plan buildings , 2004 .
[9] Katrin Beyer,et al. Seismic shear distribution among interconnected cantilever walls of different lengths , 2014 .
[10] Stavros A. Anagnostopoulos,et al. Earthquake induced torsion in buildings:critical review and state of the art , 2015 .
[11] Katrin Beyer,et al. Evaluation of seismic assessment procedures for determining deformation demands in RC wall buildings , 2015 .
[12] Thomas Paulay. SOME DESIGN PRINCIPLES RELEVANT TO TORSIONAL PHENOMENA IN DUCTILE BUILDINGS , 2001 .
[13] Lorenza Petrini,et al. Experimental Verification of Viscous Damping Modeling for Inelastic Time History Analyzes , 2008 .