A review of research on seismic behaviour of irregular building structures since 2002

The paper presents an overview of the progress in research regarding seismic response of plan and vertically irregular building structures. Three areas of research are surveyed. The first is the study of the effects of plan-irregularity by means of single-storey and multi-storey building models. The second area encompasses passive control as a strategy to mitigate torsional effects, by means of base isolation and other types of devices. Lastly, the third area concerns vertically irregular structures and setback buildings. Although fewer papers have been published in this last area with respect to the former ones, this state-of-the-art reports extensively on research efforts and progress into the seismic behaviour of irregular buildings in elevation to show the growing interest among specialists in the field.

[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 .