Lifecycle cost–benefit analysis of isolated buildings

Abstract Seismic isolation is effective in reducing seismic demand to buildings and mitigating seismic damage costs. To corroborate this fact quantitatively by taking all possible seismic events that occur during the service period of a building into account, this study investigates probabilistic characteristics of the peak ductility demand of inelastic superstructures with linear/bilinear base isolators subject to hundreds of strong ground motion records, and then assesses the cost-effectiveness of seismic isolation technology from the lifecycle cost–benefit perspective. Based on results from nonlinear dynamic analyses of two-degree-of-freedom systems with the Bouc–Wen hysteretic model, a prediction model for the peak ductility demand of isolated structures is developed and used in lifecycle cost analysis to assess the cost-effectiveness of seismic isolation systems. The analysis results show that seismic isolation reduces vibration in superstructures significantly and can be cost-effective in mitigating seismic risk.

[1]  Bruce R. Ellingwood,et al.  Risk‐benefit‐based design decisions for low‐probability/high consequence earthquake events in Mid‐America , 2005 .

[2]  Masanobu Shinozuka,et al.  Cost-effectiveness in active structural control , 1998 .

[3]  Katsu Goda,et al.  Seismic hazard analysis: a comparative study , 2006 .

[4]  Farzad Naeim,et al.  Design of seismic isolated structures : from theory to practice , 1999 .

[6]  R. S. Jangid,et al.  Base isolation for near‐fault motions , 2001 .

[7]  H. P. Hong,et al.  Assessment of ductility demand and reliability of bilinear single-degree-of-freedom systems under earthquake loading , 2007 .

[8]  Emilio Rosenblueth,et al.  Constant Versus Time Dependent Seismic Design Coefficients , 1991 .

[9]  Jack W. Baker,et al.  Quantitative Classification of Near-Fault Ground Motions Using Wavelet Analysis , 2007 .

[10]  Y. Wen Method for Random Vibration of Hysteretic Systems , 1976 .

[11]  Katsu Goda,et al.  Probabilistic Characteristics of Seismic Ductility Demand of SDOF Systems with Bouc-Wen Hysteretic Behavior , 2009 .

[12]  Erik A. Johnson,et al.  "SMART" BASE ISOLATION SYSTEMS , 2000 .

[13]  Michael Graves,et al.  Engineering Research Center , 2009 .

[14]  Greg Foliente,et al.  Hysteresis Modeling of Wood Joints and Structural Systems , 1995 .

[15]  H. Zhang,et al.  Parameter Analysis of the Differential Model of Hysteresis , 2004 .

[16]  Erik A. Johnson,et al.  "Smart" base isolation systems , 2000 .

[17]  Bruce Ellingwood,et al.  Development of a probability based load criterion for American National Standard A58 , 1980 .

[18]  Lawrence F. Shampine,et al.  The MATLAB ODE Suite , 1997, SIAM J. Sci. Comput..

[19]  Ian D. Aiken,et al.  On the response of yielding seismically isolated structures , 2008 .

[20]  Katsu Goda,et al.  Optimal Seismic Design Considering Risk Attitude, Societal Tolerable Risk Level, and Life Quality Criterion , 2006 .

[21]  R. S. Jangid Optimum lead–rubber isolation bearings for near-fault motions , 2007 .