A method for matching response spectra of endurance time excitations via the Fourier transform

The endurance time (ET) method is a dynamic analysis in which structures are subjected to intensifying excitations, also known as ET excitation functions (ETEF). The ET method is a tool for structural response prediction. The main advantage of the ET method over conventional approaches is its much lower demand for computational efforts. The concept of acceleration spectra is used in generating existing ETEFs. It is expected that ETEF acceleration spectra increase consistently with time and remain proportional to a target spectrum. Nonlinear unconstrained optimization is commonly used to generate ETEFs. Generating new ETEFs is a complicated time-consuming mathematical problem. If the target acceleration spectrum changes, new ETEFs must be generated. This study intends to modify existing ETEFs to be compatible with a desired acceleration spectrum. This process, called spectral matching, obviates the need for using the complicated generating procedure in simulating new ETEFs. ETEFs spectral matching is introduced in this paper for the first time. A Fourier-based method for ETEFs spectral matching is proposed. This algorithm is then applied in a case study. Results are presented to prove the efficiency of the algorithm.

[1]  M. Sadeghazar Endurance Time Method for Seismic Analysis and Design of Structures , 2004 .

[2]  Ali Kaveh,et al.  PRODUCTION OF ENDURANCE TIME EXCITATION FUNCTIONS: THE CMA EVOLUTION STRATEGY APPROACH * , 2013 .

[3]  Julian J. Bommer,et al.  THE USE OF REAL EARTHQUAKE ACCELEROGRAMS AS INPUT TO DYNAMIC ANALYSIS , 2004 .

[4]  André Preumont,et al.  The generation of spectrum compatible accelerograms for the design of nuclear power plants , 1984 .

[5]  Homayoon E. Estekanchi,et al.  Seismic assessment of unanchored steel storage tanks by endurance time method , 2011 .

[6]  P. C. Rizzo,et al.  Development of real/synthetic time histories to match smooth design spectra☆ , 1975 .

[7]  Dimitrios Vamvatsikos,et al.  Direct estimation of the seismic demand and capacity of oscillators with multi‐linear static pushovers through IDA , 2006 .

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

[9]  Chen Qiao-sheng,et al.  A Brief Introduction of FEMA P695—Quantification of Building Seismic Performance Factors , 2013 .

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

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

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

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

[14]  Homayoon E. Estekanchi,et al.  Seismic analysis of steel liquid storage tanks by Endurance Time method , 2012 .

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

[16]  Kun Liu,et al.  Efficient structural seismic performance evaluation method using improved endurance time analysis , 2019, Earthquake Engineering and Engineering Vibration.

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

[18]  Walter J Silva,et al.  State-of-the-Art for Assessing Earthquake Hazards in the United States. Report 24. WES RASCAL Code for Synthesizing Earthquake Ground Motions. , 1987 .

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

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

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

[22]  Homayoon E. Estekanchi,et al.  Collapse assessment of steel moment frames using endurance time method , 2015, Earthquake Engineering and Engineering Vibration.

[23]  Farzad Naeim,et al.  On the Use of Design Spectrum Compatible Time Histories , 1995 .

[24]  Saeid Pourzeynali,et al.  Probabilistic seismic loss estimation via endurance time method , 2017, Earthquake Engineering and Engineering Vibration.

[25]  N. Abrahamson,et al.  An Improved Method for Nonstationary Spectral Matching , 2010 .

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