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	题名	作者	年代	出处	被引量
1	Seismic assessment of unanchored steel storage tanks by endurance time method显示文摘Liquid storage tanks are essential structures that are often located in residential and industrial areas; thus an assessment of their seismic performance is an important engineering issue. In this paper, the seismic response of unanchored steel liquid storage tanks is investigated using the endurance time (ET) dynamic analysis procedure and compared to responses obtained for anchored tanks under actual ground motions and intensifying ET records. In most cases, the results from ground motions are properly obtained with negligible differences using ET records. It is observed that uplifting of the tank base, which is closely related to the tank aspect ratio, has the greatest significance in the responses of the tank and can be predicted with reasonable accuracy by using currently available ET records.	M. Alembagheri H.E. Estekanchi	2011	Earthquake Engineering and Engineering Vibration2011，10，4：	4
2	Estimating seismic demand parameters using the endurance time method显示文摘The endurance time (ET) method is a time history based dynamic analysis in which structures are subjected to gradually intensifying excitations and their performances are judged based on their responses at various excitation levels. Using this method, the computational effort required for estimating probable seismic demand parameters can be reduced by an order of magnitude. Calculation of the maximum displacement or target displacement is a basic requirement for estimating performance based on structural design. The purpose of this paper is to compare the results of the nonlinear ET method with the nonlinear static pushover (NSP) method of FEMA 356 by evaluating performances and target displacements of steel frames. This study will lead to a deeper insight into the capabilities and limitations of the ET method. The results are further compared with those of the standard nonlinear response history analysis. We conclude that results from the ET analysis are in proper agreement with those from standard procedures.	Ramin MADARSHAHIAN Homayoon ESTEKANCHI Akbar MAHVASHMOHAMMADI	2011	Journal of Zhejiang University-Science A(Applied Physics & Engineering)2011，12，8：	2
3	Probabilistic seismic loss estimation via endurance time method显示文摘Probabilistic Seismic Loss Estimation is a methodology used as a quantitative and explicit expression of the performance of buildings using terms that address the interests of both owners and insurance companies.Applying the ATC 58 approach for seismic loss assessment of buildings requires using Incremental Dynamic Analysis(IDA), which needs hundreds of time-consuming analyses, which in turn hinders its wide application.The Endurance Time Method(ETM) is proposed herein as part of a demand propagation prediction procedure and is shown to be an economical alternative to IDA.Various scenarios were considered to achieve this purpose and their appropriateness has been evaluated using statistical methods.The most precise and efficient scenario was validated through comparison against IDA driven response predictions of 34 code conforming benchmark structures and was proven to be sufficiently precise while offering a great deal of efficiency.The loss values were estimated by replacing IDA with the proposed ETM-based procedure in the ATC 58 procedure and it was found that these values suffer from varying inaccuracies, which were attributed to the discretized nature of damage and loss prediction functions provided by ATC 58.	Ehsan Tafakori Saeid Pourzeynali Homayoon E. Estekanchi	2017	Earthquake Engineering and Engineering Vibration2017，16，1：	1
4	Performance-based seismic assessment of steel frames using endurance time analysis显示文摘	Hariri-Ardebili M A Sattar S Estekanchi H E	2014	Engineering Structures2014，69，21：	1
5	Endurance time method for seismic analysis and design of structures显示文摘	Estekanchi H E Vafai A Sadeghazar M	2004	Scientia Iranica2004，11，36：	1
6	Application of endurance time method in linear seismic analysis显示文摘	Estekanchi H E Valamanesh V Vafai A	2007	Engineering Structure2007，29，25：	1
7	Estimating structural damage of steel moment frames by endurance time method显示文摘	Estekanchi H E Arjomandi K Vafai A	2008	Journal of Constructional Steel Research2008，64，14：	1
8	Application of endurance time method in seismic assessment of steel frames显示文摘	Estekanchi H E Riahi H T Vafai A	2011	Engineering Structures2011，33，25：	1
9	Buckling of cracked cylindrical thin shells under combined internal pressure and axial compression显示文摘	A. Vaziri H.E. Estekanchi	2006	Thin-Walled Structures2006，，2：	1
10	Performance-based seismic retrofitting of steel frames by endurance time method显示文摘	Mirzaee A Estekanchi H E	2015	Earthquake Spectra2015，31，38：	1
11	Buckling of cracked cylindrical thin shells under combined internal pressure and axial compression 显示文摘	Vaziri A Estekanchi H E	2006	Thin-Walled Structures2006，44，2：	1
12	Application of endurance time method in linear seismic analysis显示文摘	Estekanchi H E Valamanesh V Vafai A	2007	Engineering Structure2007，29，10：	1
13	Seismic assessment of steel frames with endurance time method显示文摘	Riahi H T Estekanchi H E	2010	Journal of Construction Steel Research2010，66，6：	1
14	Optimal damper placement in steel frames by the Endurance Time method 显示文摘	Estekanchi H E Basim M C	2011	TheStructure Design of Tall Special Buildings2011，，20：	1
15	The use of single diagonal bracing in improvment of the lateral response of tall buildings显示文摘	A Vafai H Estekanchi M Mofid	1995	The Structural Design of Tall Buildings1995，，4：	1
16	Seismic assessment of steel frames with the endurance time method显示文摘	H.T. Riahi H.E. Estekanchi	2009	Journal of Constructional Steel Research2009，，6：	1
17	Application of Endurance Time method in linear seismic analysis显示文摘	H.E. Estekanchi V. Valamanesh A. Vafai	2007	Engineering Structures2007，，10：	1
18	Seismic Analysis of Steel Liquid Storage Tanks by Endurance Time Method显示文摘	Estekanchi H E Alembagheri M	2013	Thin- walled Structures2013，50，1：	1
19	Application of endurance time method in linear seismic analysis 显示文摘	Estekanchi H E alamanesh Vafai A	2007	Engineering Structure2007，29，10：	1
20	Optimization of endurance time acceleration functions for seismic assessment of structures显示文摘	Nozari A Estekanchi H E	2011	International Journal of Optimization in Civil Engineering2011，2，：	1

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