A review of research on seismic behaviour of irregular building structures since 2002
暂无分享,去创建一个
[1] Ernesto Heredia-Zavoni,et al. Response to orthogonal components of ground motion and assessment of percentage combination rules , 2004 .
[2] Jaime De-la-Colina,et al. Assessment of Design Recommendations for Torsionally Unbalanced Multistory Buildings , 2003 .
[3] Juan Carlos de la Llera,et al. Accidental torsion due to overturning in nominally symmetric structures isolated with the FPS , 2003 .
[4] Peter Fajfar,et al. SIMPLE PUSH‐OVER ANALYSIS OF ASYMMETRIC BUILDINGS , 1997 .
[5] Jinkoo Kim,et al. Optimum distribution of added viscoelastic dampers for mitigation of torsional responses of plan-wise asymmetric structures , 2002 .
[6] Rakesh K. Goel,et al. Effects of supplemental viscous damping on inelastic seismic response of asymmetric systems , 2000 .
[7] Peter Fajfar,et al. On the inelastic seismic response of asymmetric buildings under bi-axial excitation , 2005 .
[8] S. C Dutta,et al. Inelastic seismic response of code-designed reinforced concrete asymmetric buildings with strength degradation , 2002 .
[9] Thomas Paulay. An estimation of displacement limits for ductile systems , 2002 .
[10] Rakesh K. Goel,et al. Effects of supplemental viscous damping on seismic response of asymmetric‐plan systems , 1998 .
[11] Rui Pinho,et al. DEVELOPMENT AND VERIFICATION OF A DISPLACEMENT-BASED ADAPTIVE PUSHOVER PROCEDURE , 2004 .
[12] Rakesh K. Goel,et al. Seismic behaviour of asymmetric buildings with supplemental damping , 2000 .
[13] Mahendra P. Singh,et al. Tuned mass dampers for response control of torsional buildings , 2002 .
[14] A. M. Chandler,et al. Seismic torsional response and design procedures for a class of setback frame buildings , 1995 .
[15] Sekhar Chandra Dutta,et al. Validity and Applicability of Two Simple Hysteresis Models to Assess Progressive Seismic Damage in R/c Asymmetric Buildings , 2002 .
[16] Mario De Stefano,et al. Effect of Overstrength on the Seismic Behaviour of Multi-Storey Regularly Asymmetric Buildings , 2006 .
[17] W. K. Tso,et al. A yield displacement distribution‐based approach for strength assignment to lateral force‐resisting elements having strength dependent stiffness , 2003 .
[18] Stavros A. Anagnostopoulos,et al. Inelastic torsion of multistorey buildings under earthquake excitations , 2005 .
[19] Arturo Tena-Colunga. Evaluation of the seismic response of slender, setback RC moment-resisting frame buildings designed , 2004 .
[20] Juan Carlos de la Llera,et al. An experimental study of nominally symmetric and asymmetric structures isolated with the FPS , 2003 .
[21] Anil K. Chopra,et al. Asymmetric one‐storey elastic systems with non‐linear viscous and viscoelastic dampers: Simplified analysis and supplemental damping system design , 2003 .
[22] Arturo Tena-Colunga,et al. Dynamic torsional amplifications of base-isolated structures with an eccentric isolation system , 2006 .
[23] Osamu Yoshida,et al. Experimental verification of torsional response control of asymmetric buildings using MR dampers , 2003 .
[24] James M. Nau,et al. Seismic Design Aspects of Vertically Irregular Reinforced Concrete Buildings , 2003 .
[25] Robert Tremblay,et al. Seismic Performance of Concentrically Braced Steel Frames in Multistory Buildings with Mass Irregularity , 2005 .
[26] H. Shakib,et al. Effect of vertical component of earthquake on the response of pure-friction base-isolated asymmetric buildings , 2003 .
[27] Anil K. Chopra,et al. Understanding and predicting effects of supplemental viscous damping on seismic response of asymmetric one‐storey systems , 2001 .
[28] Ernesto F. Cruz,et al. Parametric study of the non-linear seismic response of three-dimensional building models , 2006 .
[29] Bujar Myslimaj,et al. A Design-Oriented Approach to Strength Distribution in Single-Story Asymmetric Systems with Elements Having Strength-Dependent Stiffness , 2005 .
[30] Ravi Sinha,et al. Behavior of Torsionally Coupled Structures with Variable Frequency Pendulum Isolator , 2004 .
[31] Anil K. Chopra,et al. Estimation of seismic demands on isolators in asymmetric buildings using non‐linear analysis , 2004 .
[32] Hugo Bachmann,et al. Seismic behavior of asymmetric RC wall buildings: principles and new deformation‐based design method , 2005 .
[33] Chi-Chang Lin,et al. Seismic performance of multiple tuned mass dampers for soil–irregular building interaction systems ☆ , 2005 .
[34] Iztok Peruš,et al. On the inelastic torsional response of single‐storey structures under bi‐axial excitation , 2005 .
[35] Arturo Tena-Colunga,et al. Torsional response of base-isolated structures due to asymmetries in the superstructure , 2002 .
[36] Anil K. Chopra,et al. Asymmetric one‐storey elastic systems with non‐linear viscous and viscoelastic dampers: Earthquake response , 2003 .
[37] Joel P. Conte,et al. New insight into and simplified approach to seismic analysis of torsionally coupled one-story, elastic systems , 2005 .
[38] Jinkoo Kim,et al. Optimal design of viscoelastic dampers using eigenvalue assignment , 2004 .
[39] Anil K. Chopra,et al. A modal pushover analysis procedure for estimating seismic demands for buildings , 2002 .
[40] Juan Carlos de la Llera,et al. Torsional balance of plan‐asymmetric structures with frictional dampers: analytical results , 2005 .
[41] Anil K. Chopra,et al. A modal pushover analysis procedure to estimate seismic demands for unsymmetric‐plan buildings , 2004 .
[42] Stavros A. Anagnostopoulos,et al. Inelastic earthquake response of single‐story asymmetric buildings: an assessment of simplified shear‐beam models , 2003 .