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Journal of Earthquake Engineering Volume 26, 2022 - Issue 9
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Research Article

Multi-level Response Modification Factor Estimation for Steel Moment-Resisting Frames Using Endurance-Time Method

Vahid Mohseniana Civil Engineering Department, University of Science and Culture, Tehran, Iran
,
Iman Hajirasoulihab Department of Civil and Structural Engineering, The University of Sheffield, Sheffield, UK
&
Ali Nikkhooa Civil Engineering Department, University of Science and Culture, Tehran, IranCorrespondence[email protected]
Pages 4812-4832 | Received 12 Nov 2018, Accepted 23 Oct 2020, Published online: 18 Nov 2020

Citations (6)

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Read on this site (1)

Mostafa Karami, Homayoon E. Estekanchi, Iman Hajirasouliha & S. Ali Mirfarhadi. (2022) Value-Based Seismic Performance Optimization of Steel Frames Equipped with Viscous Dampers. Journal of Earthquake Engineering 0:0, pages 1-27.
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Articles from other publishers (5)

Ataallah Sadeghi Movahhed, Amir Shirkhani, Saeid Zardari, Mohammadreza Mashayekhi, Ehsan Noroozinejad Farsangi & Ali Majdi. (2023) Modified endurance time method for seismic performance assessment of base-isolated structures. Journal of Building Engineering 67, pages 105955.
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Vahid Mohsenian, Ali Nikkhoo, Iman Hajirasouliha & Farzad Hejazi. (2022) A low computational cost seismic analyses framework for 3D tunnel-form building structures. Advances in Structural Engineering 25:14, pages 2938-2952.
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Hossein Ahmadie Amiri, Mojtaba Hosseini & Homayoon E. Estekanchi. (2021) Efficient seismic risk assessment of irregular steel‐framed buildings through endurance time analysis of consistent fish‐bone model. The Structural Design of Tall and Special Buildings 31:2.
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Vahid Mohsenian, Nima Gharaei-Moghaddam & Iman Hajirasouliha. (2021) Response modification factors for dual moment-resisting frames with vertical links: Multilevel approach. Advances in Structural Engineering 24:14, pages 3299-3314.
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Vahid Mohsenian, Nima Gharaei-Moghaddam & Iman Hajirasouliha. (2021) Seismic performance assessment of tunnel form concrete structures under earthquake sequences using endurance time analysis. Journal of Building Engineering 40, pages 102327.
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