Cited by 32Seismic Performance and AnalysisStructural Health Monitoring TechniquesSeismic and Structural Analysis of Tall Buildings

Establishing Efficacy of Machine Learning Techniques for Vulnerability Information of Tubular Buildings

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Architectural Technology Research Unit, Department of Architecture, Faculty of Architecture, Chulalongkorn University, Bangkok, 10330, Thailand, Zain, Muhammad, Keawsawasvong, Suraparb, Department of Civil Engineering, Thammasat School of Engineering, Faculty of Engineering, Thammasat University, Pathumthani, 12120, Thailand, Thongchom, Chanachai, Department of Civil Engineering, Thammasat School of Engineering, Faculty of Engineering, Thammasat University, Pathumthani, 12120, Thailand, Sereewatthanawut, Issara, King Prajadhipok's Institute, Bangkok 10210, Thailand +4 more·2023·Engineered Science

Abstract

During recent times, the emergence of artificial intelligence in structural engineering has rendered researchers to work on reducing the overall computational effort required for producing vulnerability information of infrastructural facilities.However, the supertall and tubular building analysis lacks substantial research due to their intricate structural behavior and aleatory uncertainties.This paper establishes the feasibility of using versatile Machine Learning (ML) algorithms for producing fragility relationships of high-rise tubular structures by considering a 55-story tall building, located in high seismicity area.Initially, the vibrational modes are decoupled, and Incremental Dynamic Analysis (IDA) has been conducted on each individual mode discreetly.The initial four modes were considered for analysis, constituting overall modal mass participation of more than 90%.Inference has been drawn between the efficacy of employed ML techniques to establish grounds for rapid structural vulnerability assessment of high-rise buildings considering ground motion features along with the structural characteristics.Testing datasets have suggested the overall adequacy of ML algorithms by substantiating the successful prediction of Engineering Demand Parameter (EDP), and their applicability for establishing vulnerability information of high-rise structures.

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Authors
Architectural Technology Research Unit, D. O. A., Zain, M., Keawsawasvong, S., Department of Civil Engineering, T. S. O. E., Thongchom, C., Department of Civil Engineering, T. S. O. E., Sereewatthanawut, I., King Prajadhipok's Institute, B. 1., Usman, M., School of Civil and Environmental Engineering, N. U. O. S. A. T. (., Prasittisopin, L., & Architectural Technology Research Unit, D. O. A.
Affiliations
  • Chulalongkorn University (TH)
  • Thammasat University (TH)
  • National University of Sciences and Technology (PK)
Venue
Engineered Science
Published
2023
ISSN
  • 2576-988X (ISSN-L)
  • 2576-9898
OpenAlex
W4388469118
Cited by
30
References
48
Citations by year
2026: 3 · 2025: 14 · 2024: 13
FWCI
3.51
Type
journal article
Language
en
Open access
Locations
Engineered Science (publishedVersion)
Funders
  • Chulalongkorn University
  • National Research Council of Thailand
  • Thailand Science Research and Innovation
Topics
  • Physical Sciences › Engineering › Civil and Structural Engineering › Seismic Performance and Analysis
  • Physical Sciences › Engineering › Civil and Structural Engineering › Structural Health Monitoring Techniques
  • Physical Sciences › Engineering › Civil and Structural Engineering › Seismic and Structural Analysis of Tall Buildings
Keywords
super high-rise buildings, structural vulnerability assessment, machine learning, incremental dynamic analysis, modal decoupling, engineering demand parameters, high-rise buildings, seismic response, aleatoric uncertainty

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