Evidence map›Paper›PMID 41309769›Full record

ArticleScientific reports2025

Yielding brace system as a next-generation lateral load mechanism for seismic resilient cities.

Bush Rc, Varsha Rani, Anoop I Shirkol, Rohit Vyas, Kaushik Gondaliya, Pranoy Debnath, Ayed E Alluqmani, Yewuhalashet Fissha, N Rao Cheepurupalli, Refka Ghodhbani and 2 more

Abstract read
In one paragraph

Article in Scientific reports, 2025. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 3 papers.

0numbers the graph read from it
0cells of the map it votes in
3citing papers in PubMed
–field-weighted citation impact
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

3 citing papers in PubMed.

  1. Article
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4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

12 authors.

Bush RcDepartment of Civil Engineering, Malaviya National Institute of Technology Jaipur, Jaipur, 302017, India. 2021rce9516@mnit.ac.in.
Varsha RaniGovernment Polytechnic Purnea, Purnia, Bihar, India.
Anoop I ShirkolDepartment of Civil Engineering, Malaviya National Institute of Technology Jaipur, Jaipur, 302017, India. anoop.ce@mnit.ac.in.
Rohit VyasDepartment of Civil Engineering, Malaviya National Institute of Technology Jaipur, Jaipur, 302017, India.
Kaushik GondaliyaDepartment of Civil (Structural Engineering), School of Engineering and Technology, GTU, Ahmedabad, India.
Pranoy DebnathDepartment of Civil Engineering, Indian Institute of Technology Bombay, Mumbai, 400076, Maharashtra, India.
Ayed E AlluqmaniDepartment of Civil Engineering, Faculty of Engineering, Islamic University of Madinah, Al-Madinah Al-Munawarah, Saudi Arabia.
Yewuhalashet FisshaDepartment of Electrical and Computer Engineering, National Institute of Technology, Asahikawa College, 2-2-1-6 Syunkodai, Asahikawa city Hokkaido, 071-8142, Japan.
N Rao CheepurupalliDepartment of Mineral Processing and Metallurgical Engineering, Faculty of Mines, Aksum University, Axum, Ethiopia. nraocheepurupalli@gmail.com.
Refka GhodhbaniCenter for Scientific Research and Entrepreneurship, Northern Border University, Arar, 73213, Saudi Arabia. Refka.Ghodhbani@nbu.edu.sa.
Pranjal MandhaniyaDepartment of Mechanical and Industrial Engineering, Norwegian University of Science and Technology Trondheim, Trondheim, Norway.
Abdullah AnsariEarthquake Monitoring Center, Sultan Qaboos University, Muscat, Al Khoudh, PC: 123, Oman. a.ansari@squ.edu.om.

Funding

Sultan Qaboos University IG/-/DVC/EMC/25/12
6 · The paper itself

Abstract

India's building stock remains highly vulnerable to seismic hazards, with conventional retrofitting strategies often limited in their applicability under varying earthquake intensities. This study investigates the effectiveness of the Yielding Brace System as a novel lateral load-resisting mechanism for improving the seismic resilience of mid-rise reinforced concrete buildings. A six-storey special moment-resisting frame was analysed in bare and Yielding Brace System (YBS)-integrated configurations using a comprehensive multi-analysis framework, including nonlinear static pushover analysis, nonlinear time history analysis, incremental dynamic analysis, and probabilistic fragility assessment. Results demonstrate that the incorporation of YBS significantly reduces inter-storey drift demands by 30-53% and increases normalized base shear capacity from 0.30 in the bare frame to 0.75 in the YBS frame. Ductility improved from 3.20 to 3.98, while residual drift ratios consistently remained below the FEMA P-58/ASCE 41 threshold of 0.5%. Fragility analysis revealed that the bare frame reached a 50% probability of collapse at 5.1 m/s², whereas the YBS-equipped frame required 15 m/s², highlighting a threefold enhancement in collapse safety margin. By reducing collapse probability and ensuring functional recovery after earthquakes, Yielding Brace System advances resilient infrastructure development and aligns with global sustainability objectives under UN SDG 9 (Infrastructure), SDG 11 (Sustainable Cities), and SDG 13 (Climate Action).

Indexed as

Incremental dynamic analysisSeismic fragility assessmentYielding brace system

Identifiers

PMID41309769
PMCPMC12660826

What OpenQuestion holds

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LicenceCC BY-NC-ND
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Registered trials

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.