ENDURANCE TIME METHOD: EXERCISE TEST APPLIED TO STRUCTURES

Endurance Time (ET) method is a new dynamic analysis procedure that aims at estimating seismic performance of structures by subjecting them to predesigned intensifying acceleration. These acceleration functions are designed in a way that they approximately simulate earthquakes with different intensities through their duration. Performance of the structure is judged based on its behavior for different intensity measures through time. A set of three acceleration functions have been produced using the ET concept by applying optimization techniques. These acceleration functions are designed in such a way that their response spectrum, while complying with typical code design spectra, intensify uniformly with their duration. Potential applications of this method are described by evaluating the performance of sample SDOF and MDOF systems. The pros and cons of ET method are investigated. The feasibility of application of ET method as a tool in performance based seismic analysis and design is discussed.

[1]  E. Miranda INELASTIC DISPLACEMENT RATIOS FOR STRUCTURES ON FIRM SITES , 2000 .

[2]  R. Stewart,et al.  Statistical methods to improve the precision of the treadmill exercise test. , 2000, Journal of the American College of Cardiology.

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

[4]  Adrian M. Chandler,et al.  Performance-based design in earthquake engineering: a multi-disciplinary review , 2001 .

[5]  Vitelmo V. Bertero,et al.  Earthquake Engineering: From Engineering Seismology To Performance-Based Engineering , 2020 .

[6]  R. Clough,et al.  Dynamics Of Structures , 1975 .

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

[8]  Amr S. Elnashai,et al.  Static pushover versus dynamic collapse analysis of RC buildings , 2001 .

[9]  Hossein Tajmir Riahi,et al.  ESTIMATES OF AVERAGE INELASTIC DEFORMATION DEMANDS FOR REGULAR STEEL FRAMES BY THE ENDURANCE TIME METHOD , 2009 .

[10]  Vitelmo V. Bertero,et al.  Performance‐based seismic engineering: the need for a reliable conceptual comprehensive approach , 2002 .

[11]  Helmut Krawinkler,et al.  PROS AND CONS OF A PUSHOVER ANALYSIS OF SEISMIC PERFORMANCE EVALUATION , 1998 .

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

[13]  Sashi K. Kunnath,et al.  Adaptive Spectra-Based Pushover Procedure for Seismic Evaluation of Structures , 2000 .

[14]  Dimitrios Vamvatsikos,et al.  DIRECT ESTIMATION OF THE SEISMIC DEMAND AND CAPACITY OF MDOF SYSTEMS THROUGH INCREMENTAL DYNAMIC ANALYSIS OF AN SDOF APPROXIMATION , 2005 .

[15]  Peter Fajfar,et al.  THE N2 METHOD FOR THE SEISMIC DAMAGE ANALYSIS OF RC BUILDINGS , 1996 .

[16]  منصور باقري,et al.  Performance-based design in earthquake engineering , 2010 .

[17]  M. Nuray Aydinoğlu An Incremental Response Spectrum Analysis Procedure Based on Inelastic Spectral Displacements for Multi-Mode Seismic Performance Evaluation , 2003 .

[18]  Ahmed Ghobarah,et al.  Performance-based design in earthquake engineering: state of development , 2001 .

[19]  Homayoon E. Estekanchi,et al.  Estimating structural damage of steel moment frames by Endurance Time method , 2008 .

[20]  Helmut Krawinkler,et al.  Seismic drift and ductility demands and their dependence on ground motions , 2003 .

[21]  H. E. Estekanchi,et al.  Endurance Time Method: Exercise Test for Seismic Assessment of Structures , 2008 .