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

dc.authorid zardari, saeid/0000-0003-4326-1633
dc.authorid Sadeghi Movahhed, Ataallah/0000-0001-6639-1073
dc.authorid Noroozinejad Farsangi, Ehsan/0000-0002-2790-526X
dc.authorid Majdi, Ali Shakir/0000-0003-0528-6696
dc.authorid Shirkhani, Amir/0000-0003-2532-2906
dc.authorscopusid 57845941200
dc.authorscopusid 56527100300
dc.authorscopusid 57834343600
dc.authorscopusid 54407921500
dc.authorscopusid 36240229200
dc.authorscopusid 57207308738
dc.authorwosid zardari, saeid/GQQ-1085-2022
dc.authorwosid Sadeghi Movahhed, Ataallah/JCD-6368-2023
dc.authorwosid Noroozinejad Farsangi, Ehsan/J-2922-2013
dc.authorwosid Shirkhani, Amir/ABC-6426-2021
dc.authorwosid Majdi, Ali Shakir/AAS-7970-2020
dc.contributor.author Movahhed, Ataallah Sadeghi
dc.contributor.author Shirkhani, Amir
dc.contributor.author Zardari, Saeid
dc.contributor.author Mashayekhi, Mohammadreza
dc.contributor.author Farsangi, Ehsan Noroozinejad
dc.contributor.author Majdi, Ali
dc.date.accessioned 2024-05-25T11:38:41Z
dc.date.available 2024-05-25T11:38:41Z
dc.date.issued 2023
dc.department Okan University en_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, Iraq en_US
dc.description zardari, 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/0000-0003-2532-2906 en_US
dc.description.abstract Endurance 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.citationcount 6
dc.identifier.doi 10.1016/j.jobe.2023.105955
dc.identifier.issn 2352-7102
dc.identifier.scopus 2-s2.0-85147246415
dc.identifier.scopusquality Q1
dc.identifier.uri https://doi.org/10.1016/j.jobe.2023.105955
dc.identifier.uri https://hdl.handle.net/20.500.14517/1260
dc.identifier.volume 67 en_US
dc.identifier.wos WOS:001012802100001
dc.identifier.wosquality Q1
dc.language.iso en
dc.publisher Elsevier en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.scopus.citedbyCount 13
dc.subject Endurance time method en_US
dc.subject Endurance time excitation functions en_US
dc.subject Nonlinear time history analysis en_US
dc.subject Base isolation system en_US
dc.subject Modified endurance time method en_US
dc.subject Seismic resilience en_US
dc.title Modified endurance time method for seismic performance assessment of base-isolated structures en_US
dc.type Article en_US
dc.wos.citedbyCount 12

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