Modified endurance time method for seismic performance assessment of base-isolated structures

dc.authoridzardari, saeid/0000-0003-4326-1633
dc.authoridSadeghi Movahhed, Ataallah/0000-0001-6639-1073
dc.authoridNoroozinejad Farsangi, Ehsan/0000-0002-2790-526X
dc.authoridMajdi, Ali Shakir/0000-0003-0528-6696
dc.authoridShirkhani, Amir/0000-0003-2532-2906
dc.authorscopusid57845941200
dc.authorscopusid56527100300
dc.authorscopusid57834343600
dc.authorscopusid54407921500
dc.authorscopusid36240229200
dc.authorscopusid57207308738
dc.authorwosidzardari, saeid/GQQ-1085-2022
dc.authorwosidSadeghi Movahhed, Ataallah/JCD-6368-2023
dc.authorwosidNoroozinejad Farsangi, Ehsan/J-2922-2013
dc.authorwosidShirkhani, Amir/ABC-6426-2021
dc.authorwosidMajdi, Ali Shakir/AAS-7970-2020
dc.contributor.authorMovahhed, Ataallah Sadeghi
dc.contributor.authorShirkhani, Amir
dc.contributor.authorZardari, Saeid
dc.contributor.authorMashayekhi, Mohammadreza
dc.contributor.authorFarsangi, Ehsan Noroozinejad
dc.contributor.authorMajdi, Ali
dc.date.accessioned2024-05-25T11:38:41Z
dc.date.available2024-05-25T11:38:41Z
dc.date.issued2023
dc.departmentOkan Universityen_US
dc.department-temp[Movahhed, Ataallah Sadeghi] Islamic Azad Univ, Dept Civil Engn, Shabestar Branch, Shabestar, Iran; [Shirkhani, Amir] Univ Tabriz, Fac Civil Engn, Dept Struct Engn, Tabriz, Iran; [Zardari, Saeid] Istanbul Okan Univ, Dept Civil Engn, Istanbul, Turkiye; [Mashayekhi, Mohammadreza] K N Toosi Univ Technol, Dept Civil Engn, Tehran, Iran; [Farsangi, Ehsan Noroozinejad] Grad Univ Adv Technol, Fac Civil & Surveying Engn, Kerman, Iran; [Majdi, Ali] Al Mustaqbal Univ Coll, Dept Bldg & Construct Tech Engn, Hillah 51001, Babylon, Iraqen_US
dc.descriptionzardari, saeid/0000-0003-4326-1633; Sadeghi Movahhed, Ataallah/0000-0001-6639-1073; Noroozinejad Farsangi, Ehsan/0000-0002-2790-526X; Majdi, Ali Shakir/0000-0003-0528-6696; Shirkhani, Amir/0000-0003-2532-2906en_US
dc.description.abstractEndurance time (ET) method is a novel Time History Analysis (THA) approach in which structures are subjected to a set of intensifying excitations called endurance time excitation functions (ETEF). Although various studies show the efficiency of the ET method for the seismic evaluation of fixed base structures, this method has been less employed in isolated structures. The lack of coverage of high-intensity measures by existing ETEFs is the major obstacle to adopting the ET method in high-period structures such as isolated structures. It must be noted that high-intensity measures that are associated with large earthquakes are of paramount importance in performance assessment. This paper introduced a novel method called the modified endurance time (MET) method based on scaling existing ETEFs to alleviate this problem. By averaging multiple scaled ETEFs, the accuracy of the ET method is improved. Three steel structures with a different number of stories (6, 9, and 12), including Intermediate Moment Frames (IMFs), mounted on Triple Friction Pendulum Isolators (TFPIs) are considered to demonstrate the efficiency of the proposed method. These structures are analyzed under ETEFs with intensity multipliers 1 to 4 for three seismic hazard levels with return periods of 72, 475, and 2475 years. The effect of changing parameters such as isolator damping and period is also investigated on the results. The seismic responses obtained from the Endurance Time Analysis (ETA) are compared with the responses obtained from the nonlinear THA and pushover analysis. Results show that increasing the intensity multiplier of ETEFs can greatly improve the accuracy of results. However, it should be careful in the procedure of selecting the appropriate intensity multiplier. Because of the unbalanced changes in some ETEFs parameters such as PGV/PGA, the accuracy of results may also reduce by increasing the intensity multiplier. Therefore, the use of different combinations of results, obtained from several intensity multipliers, is investigated and proposed to reduce the error in results.en_US
dc.identifier.citation6
dc.identifier.doi10.1016/j.jobe.2023.105955
dc.identifier.issn2352-7102
dc.identifier.scopus2-s2.0-85147246415
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.1016/j.jobe.2023.105955
dc.identifier.urihttps://hdl.handle.net/20.500.14517/1260
dc.identifier.volume67en_US
dc.identifier.wosWOS:001012802100001
dc.identifier.wosqualityQ1
dc.language.isoen
dc.publisherElsevieren_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectEndurance time methoden_US
dc.subjectEndurance time excitation functionsen_US
dc.subjectNonlinear time history analysisen_US
dc.subjectBase isolation systemen_US
dc.subjectModified endurance time methoden_US
dc.subjectSeismic resilienceen_US
dc.titleModified endurance time method for seismic performance assessment of base-isolated structuresen_US
dc.typeArticleen_US
dspace.entity.typePublication

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