Technical Papers
Feb 10, 2024

Seismic Retrofit and Strengthening of Reinforced Concrete Moment Frames with Strongback-Braced System

Publication: Practice Periodical on Structural Design and Construction
Volume 29, Issue 2

Abstract

Using the steel strongback braced (SB) system to seismically strengthen and retrofit reinforced concrete moment frames (RCMFs), this research aims to enhance the effectiveness of RCMFs. In this study, RCMFs of 5-, 10-, and 15-stories were designed according to the first and fourth editions of the Iran Earthquake Standard 2800. The RCMFs designed for the first edition are strengthened and reinforced using the strongback braced system. The studied structures were analyzed under incremental static loading and time history analysis. The findings indicate that the yield force and maximum base shear of structures designed using the fourth edition have increased by a range of 1.28–1.42 compared with those designed with the first edition. This underscores the imperative to enhance the structural integrity of buildings constructed according to the first edition. Meanwhile, the results of retrofitted structures with strongback braces show the same or better performance than newly designed structures. This indicates that this retrofitting system has a favorable effect on uniform drift control. A reduction of 33%–44% in story drift was observed when the SB system is added to the first edition’s structure.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

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Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 29Issue 2May 2024

History

Received: Jun 14, 2023
Accepted: Nov 28, 2023
Published online: Feb 10, 2024
Published in print: May 1, 2024
Discussion open until: Jul 10, 2024

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Authors

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Majid Gholhaki [email protected]
Professor, Structural Engineering Division, Faculty of Civil Engineering, Semnan Univ., Semnan 19111-35131, Iran. Email: [email protected]
Research Associate, Centre for Infrastructure Engineering, Western Sydney Univ., Sydney, NSW 2751, Australia (corresponding author). ORCID: https://orcid.org/0000-0003-2157-6001. Email: [email protected]; [email protected]
Alieh Hooshdar Rostami [email protected]
Structural Engineering Division, Faculty of Civil Engineering, Semnan Univ., Semnan 19111-35131, Iran. Email: [email protected]
Omid Rezaifar [email protected]
Professor, Structural Engineering Division, Faculty of Civil Engineering, Semnan Univ., Semnan 19111-35131, Iran. Email: [email protected]

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