Technical Papers
Aug 6, 2024

Seismic Performance Factors of Elliptic-Braced Frames with Rotational Friction Dampers through IDA

Publication: Practice Periodical on Structural Design and Construction
Volume 29, Issue 4

Abstract

In recent decades, various strategies have been employed to enhance the seismic resilience of structural systems in the event of earthquakes. One such innovative method is the elliptic-braced moment-resisting frame with a rotational friction damper (ELBRF-RFD), which serves as a displacement-restraint bracing technique connecting the elliptic brace to the upper beam. To design an ELBRF-RFD based on contemporary guidelines, for the first time, this study introduces the quantification of seismic performance factors (SPFs) through incremental dynamic analysis (IDA). The research then proceeded to design 3-story, 5-story, and 7-story archetypes in type II soil using the presumed SPFs. A comparative analysis was conducted with inverted-V braced frames equipped with rotational friction dampers (CBF-RFDs). The performance of each archetype was evaluated through nonlinear static pushover analysis (NSPA) and IDA, employing 15 earthquake records from the past and using the OpenSees software. For the response modification factor, suggested values of 11.2 (allowable stress method) and 7.8 (ultimate limit state methods) were identified. Furthermore, the collapse probability of archetypes was determined by employing fragility curves and considering sources of uncertainty.

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Data Availability Statement

The analytical data of the archetypes considered in this paper are available from the corresponding author upon reasonable request.

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Practice Periodical on Structural Design and Construction
Volume 29Issue 4November 2024

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Received: Dec 27, 2023
Accepted: Apr 26, 2024
Published online: Aug 6, 2024
Published in print: Nov 1, 2024
Discussion open until: Jan 6, 2025

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Habib Ghasemi Jouneghani [email protected]
Research Assistant, Dept. of Civil Engineering, Shahid Rajaee Teacher Training Univ., P. O. Box 16785-163, Lavizan, Tehran, Iran. Email: [email protected]
Younes Nouri [email protected]
Postgraduate Researcher, Dept. of Civil Engineering, Ferdowsi Univ. of Mashhad, Azadi Square, P. O. Box 9177948974, Mashhad, Razavi Khorasan Province, Iran. Email: [email protected]
Mina Mortazavi [email protected]
Senior Lecturer, School of Civil and Environmental Engineering, Univ. of Technology Sydney, 15 Broadway, P. O. Box 123, Ultimo, NSW 2007, Australia. Email: [email protected]
Associate Professor, Dept. of Civil Engineering, Shahid Rajaee Teacher Training Univ., P. O. Box 16785-163, Lavizan, Tehran, Iran (corresponding author). ORCID: https://orcid.org/0000-0002-2265-3315. Email: [email protected]
Associate Professor, Dept. of Civil Engineering, Najafabad Branch, Islamic Azad Univ., Najafabad 8514143131, Iran. ORCID: https://orcid.org/0000-0001-6535-9899. Email: [email protected]

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