Optimization of seismic isolation systems via harmony search

In this article, the optimization of isolation system parameters via the harmony search (HS) optimization method is proposed for seismically isolated buildings subjected to both near-fault and far-fault earthquakes. To obtain optimum values of isolation system parameters, an optimization program was developed in Matlab/Simulink employing the HS algorithm. The objective was to obtain a set of isolation system parameters within a defined range that minimizes the acceleration response of a seismically isolated structure subjected to various earthquakes without exceeding a peak isolation system displacement limit. Several cases were investigated for different isolation system damping ratios and peak displacement limitations of seismic isolation devices. Time history analyses were repeated for the neighbouring parameters of optimum values and the results proved that the parameters determined via HS were true optima. The performance of the optimum isolation system was tested under a second set of earthquakes that was different from the first set used in the optimization process. The proposed optimization approach is applicable to linear isolation systems. Isolation systems composed of isolation elements that are inherently nonlinear are the subject of a future study. Investigation of the optimum isolation system parameters has been considered in parametric studies. However, obtaining the best performance of a seismic isolation system requires a true optimization by taking the possibility of both near-fault and far-fault earthquakes into account. HS optimization is proposed here as a viable solution to this problem.

[1]  Zong Woo Geem,et al.  Novel derivative of harmony search algorithm for discrete design variables , 2008, Appl. Math. Comput..

[2]  M. P. Saka,et al.  Adaptive Harmony Search Method for Structural Optimization , 2010 .

[3]  Jin-Hoon Jeong,et al.  Effect of lead rubber bearing characteristics on the response of seismic-isolated bridges , 2008 .

[4]  S. Pourzeynali,et al.  Multi-objective optimization of seismically isolated high-rise building structures using genetic algorithms , 2008 .

[5]  Behnam Mehrparvar,et al.  Performance-based semi-active control algorithm for protecting base isolated buildings from near-fault earthquakes , 2012, Earthquake Engineering and Engineering Vibration.

[6]  Mehmet Polat Saka,et al.  Optimum design of steel sway frames to BS5950 using harmony search algorithm , 2009 .

[7]  Philippe Gueguen Experimental analysis of the seismic response of one base-isolation building according to different levels of shaking: example of the Martinique earthquake (2007/11/29) Mw 7.3 , 2012, Bulletin of Earthquake Engineering.

[8]  Costas P. Providakis,et al.  Effect of LRB isolators and supplemental viscous dampers on seismic isolated buildings under near-fault excitations , 2008 .

[9]  Henri P. Gavin,et al.  A parametric study of linear and non-linear passively damped seismic isolation systems for buildings , 2004 .

[10]  Henri P. Gavin,et al.  Reliability of base isolation for the protection of critical equipment from earthquake hazards , 2005 .

[11]  Shiuan Wan,et al.  A novel method of searching appropriate ranges of base isolation design parameters through entropy‐based classification , 2009 .

[12]  Peng Pan,et al.  BASE-ISOLATION DESIGN PRACTICE IN JAPAN: INTRODUCTION TO THE POST-KOBE APPROACH , 2005 .

[13]  Vasant Matsagar,et al.  Influence of isolator characteristics on the response of base-isolated structures , 2004 .

[14]  Mehmet Polat Saka,et al.  Harmony search based algorithm for the optimum design of grillage systems to LRFD-AISC , 2009 .

[15]  Gebrail Bekdaş,et al.  ESTIMATING OPTIMUM PARAMETERS OF TUNED MASS DAMPERS USING HARMONY SEARCH , 2011 .

[16]  John F. Hall,et al.  The role of damping in seismic isolation , 1999 .

[17]  D. Wald,et al.  Response of High-Rise and Base-Isolated Buildings to a Hypothetical Mw 7.0 Blind Thrust Earthquake , 1995, Science.

[18]  R. S. Jangid OPTIMUM DAMPING IN A NON-LINEAR BASE ISOLATION SYSTEM , 1996 .

[19]  Z. Geem Optimal Design of Water Distribution Networks Using Harmony Search , 2009 .

[20]  Anil K. Agrawal,et al.  Semi-active hybrid control systems for nonlinear buildings against near-field earthquakes , 2002 .

[21]  Henri P. Gavin,et al.  Optimal Control: Basis for Performance Comparison of Passive and Semiactive Isolation Systems , 2006 .

[22]  Kwee-Bo Sim,et al.  Parameter-setting-free harmony search algorithm , 2010, Appl. Math. Comput..

[23]  J. Peters,et al.  Uniform Building Code , 2014 .

[24]  Satish Nagarajaiah,et al.  Response of Base-Isolated USC Hospital Building in Northridge Earthquake , 2000 .

[25]  Warren Hare,et al.  Configuration optimization of dampers for adjacent buildings under seismic excitations , 2012 .

[26]  Ioannis Politopoulos,et al.  A review of adverse effects of damping in seismic isolation , 2008 .

[27]  Giovanni Falsone,et al.  Best performing parameters of linear and non-linear seismic base-isolator systems obtained by the power flow analysis , 2006 .

[28]  K. Lee,et al.  The harmony search heuristic algorithm for discrete structural optimization , 2005 .

[29]  Murat Dicleli,et al.  Effect of isolator and ground motion characteristics on the performance of seismic‐isolated bridges , 2006 .

[30]  Michael C. Constantinou,et al.  Semi-active control systems for seismic protection of structures: a state-of-the-art review , 1999 .

[31]  Cenk Alhan,et al.  Shear building representations of seismically isolated buildings , 2011 .

[32]  Stefan Hurlebaus,et al.  Optimal design of superelastic‐friction base isolators for seismic protection of highway bridges against near‐field earthquakes , 2011 .

[33]  Zong Woo Geem,et al.  A New Heuristic Optimization Algorithm: Harmony Search , 2001, Simul..

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

[35]  Panos Tsopelas,et al.  Recent Advances in Seismic Isolation: Methods and Tools , 2010 .

[36]  Cenk Alhan,et al.  Protecting vibration-sensitive contents: an investigation of floor accelerations in seismically isolated buildings , 2011 .

[37]  K. Lee,et al.  A new structural optimization method based on the harmony search algorithm , 2004 .

[38]  Zong Woo Geem,et al.  Harmony Search for Generalized Orienteering Problem: Best Touring in China , 2005, ICNC.

[39]  Z. Geem Optimal cost design of water distribution networks using harmony search , 2006 .

[40]  Anil K. Chopra,et al.  Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .

[41]  Massimo Fragiacomo,et al.  Design of bilinear hysteretic isolation systems , 2003 .

[42]  K. Lee,et al.  A new meta-heuristic algorithm for continuous engineering optimization: harmony search theory and practice , 2005 .