Simulation of Endurance Time Excitations via Wavelet Transform

This paper puts forth a wavelet-based methodology for generating endurance time (ET) excitations. Conventional simulating practice expresses signals by acceleration values which are then computed via unconstrained nonlinear optimization. Dynamic characteristics of signals, including frequency content, are not represented directly in this type of variable definition. In this study, a new algorithm is developed to generate ET excitations in discrete wavelet transform (DWT) space. In this algorithm, signals are represented by transform coefficients. In addition, objective functions are modified in order to obtain transform coefficients and return the objective function values. The proposed method makes the filtering of the optimization variables possible so that insignificant variables can be eliminated. New excitations are generated in filtered DWT space. Different generating scenarios are used, and the results are then compared. Results show improvement in the generated excitations. It is also observed that a filtered DWT space brings about higher match with target acceleration spectra. Further, significance of generating more matched ET excitations in dynamic response assessment is examined through analyzing a multidegree of freedom structure.

[1]  Vinay K. Gupta,et al.  WAVELET-BASED GENERATION OF SPECTRUM COMPATIBLE TIME-HISTORIES , 2002 .

[2]  Vinay K. Gupta,et al.  Wavelet‐based characterization of design ground motions , 2002 .

[3]  S. Mallat Multiresolution approximations and wavelet orthonormal bases of L^2(R) , 1989 .

[4]  Homayoon E. Estekanchi,et al.  Improved methodology for endurance time analysis: From time to seismic hazard return period , 2012 .

[5]  Ingrid Daubechies,et al.  Ten Lectures on Wavelets , 1992 .

[6]  Jorge J. Moré,et al.  Computing a Trust Region Step , 1983 .

[7]  Abdollah Bagheri,et al.  Application of neural networks and an adapted wavelet packet for generating artificial ground motion , 2011 .

[8]  Luis E. Suarez,et al.  Generation of artificial earthquakes via the wavelet transform , 2005 .

[9]  Homayoon E. Estekanchi,et al.  Performance-based seismic assessment of steel frames using endurance time analysis , 2014 .

[10]  H. Estekanchi,et al.  An investigation on the interaction of moment‐resisting frames and shear walls in RC dual systems using endurance time method , 2018 .

[11]  G. Ghodrati Amiri,et al.  Generation of Multiple Earthquake Accelerograms Compatible with Spectrum Via the Wavelet Packet Transform and Stochastic Neural Networks , 2009 .

[12]  J. Doh,et al.  Experimental and numerical investigations of axially loaded RC walls restrained on three sides , 2018 .

[13]  John Hooper,et al.  Evaluation of the FEMA P-695 Methodology for Quantification of Building Seismic Performance Factors | NIST , 2010 .

[14]  B. Basu,et al.  Stochastic seismic response of single-degree-of-freedom systems through wavelets , 2000 .

[15]  G. Ghodrati Amiri,et al.  Generation of Near‐Field Artificial Ground Motions Compatible with Median‐Predicted Spectra Using PSO‐Based Neural Network and Wavelet Analysis , 2012, Comput. Aided Civ. Infrastructure Eng..

[16]  Mervyn J. Kowalsky,et al.  Estimation of Frequency‐Dependent Strong Motion Duration Via Wavelets and Its Influence on Nonlinear Seismic Response , 2008, Comput. Aided Civ. Infrastructure Eng..

[17]  Homayoon E. Estekanchi,et al.  OPTIMIZATION OF ENDURANCE TIME ACCELERATION FUNCTIONS FOR SEISMIC ASSESSMENT OF STRUCTURES , 2011 .

[18]  Homayoon E. Estekanchi,et al.  Application of endurance time method in performance-based optimum design of structures , 2015 .

[19]  Homayoon E. Estekanchi,et al.  Performance-Based Seismic Retrofitting of Steel Frames by the Endurance Time Method , 2015 .

[20]  Homayoon E. Estekanchi,et al.  ENDURANCE TIME METHOD FOR SEISMIC ANALYSIS AND DESIGN OF STRUCTURES , 2004 .

[21]  Ali Kaveh,et al.  GENERATION OF ENDURANCE TIME ACCELERATION FUNCTIONS USING THE WAVELET TRANSFORM , 2012 .

[22]  Hossein Tajmir Riahi,et al.  Seismic assessment of steel frames with the endurance time method , 2010 .

[23]  Homayoon E. Estekanchi,et al.  Application of Endurance Time method in linear seismic analysis , 2007 .

[24]  Homayoon E. Estekanchi,et al.  INVESTIGATION OF NON-LINEAR CYCLES’ PROPERTIES IN STRUCTURES SUBJECTED TO ENDURANCE TIME EXCITATION FUNCTIONS , 2013 .

[25]  Dimitrios Vamvatsikos,et al.  Incremental dynamic analysis , 2002 .

[26]  J. Iyama Estimate of input energy for elasto‐plastic SDOF systems during earthquakes based on discrete wavelet coefficients , 2005 .

[27]  J. Iyama,et al.  Application of wavelets to analysis and simulation of earthquake motions , 1999 .

[28]  Hossein Tajmir Riahi,et al.  Endurance Time Method-Application in Nonlinear Seismic Analysis of Single Degree of Freedom Systems , 2009 .

[29]  Homayoon E. Estekanchi,et al.  Investigation of Strong-Motion Duration Consistency in Endurance Time Excitation Functions , 2013 .

[30]  G. Ghodrati Amiri,et al.  New development of artificial record generation by wavelet theory , 2006 .

[31]  JONATHAN HANCOCK,et al.  AN IMPROVED METHOD OF MATCHING RESPONSE SPECTRA OF RECORDED EARTHQUAKE GROUND MOTION USING WAVELETS , 2006 .

[32]  Abdollah Bagheri,et al.  Application of wavelet multiresolution analysis and artificial intelligence for generation of artificial earthquake accelerograms , 2008 .