Simulation of Endurance Time Excitations via Wavelet Transform
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[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 .