Pushover-ML: A Machine Learning approach to predict a trilinear approximation of pushover curves for low-rise reinforced concrete frame buildings

被引:0
作者
Angarita, Carlos [1 ]
Montes, Carlos [1 ]
Arroyo, Orlando [2 ,3 ]
机构
[1] Univ La Sabana, Fac Engn, Energy Mat & Environm Lab, Chia 250001, Cundinamarca, Colombia
[2] Univ Ind Santander, Bogota, Colombia
[3] Colombian Earthquake Engn Res Network, Bogota, Colombia
关键词
Pushover analysis; Seismic response Machine Learning; Reinforced concrete frame buildings; SEISMIC PERFORMANCE;
D O I
10.1016/j.softx.2025.102122
中图分类号
TP31 [计算机软件];
学科分类号
081202 ; 0835 ;
摘要
The seismic design of low-rise RC building frames often relies on elastic procedures, limiting the evaluation of nonlinear behavior due to practical constraints such as computational cost. While the research community has applied Machine Learning (ML) to predict the seismic response, existing tools often require prior knowledge and expertise to manage dependencies, configure programming environments, and execute code in languages such as Python. This paper introduces Pushover-ML, a graphical user interface (GUI) designed to efficiently predict a trilinear approximation of pushover curves for low-rise RC frames using an ML-based approach. The user-friendly executable provides insights into the structure's seismic capacity through the yielding, maximum capacity, and collapse points of the pushover curve. Pushover-ML bridges the gap between advanced ML techniques and practical engineering applications, enabling accurate and efficient seismic response predictions.
引用
收藏
页数:7
相关论文
共 39 条
  • [1] Abadi M, 2016, PROCEEDINGS OF OSDI'16: 12TH USENIX SYMPOSIUM ON OPERATING SYSTEMS DESIGN AND IMPLEMENTATION, P265
  • [2] American Society for Testing and Materials, 2024, Standard specification for deformed and plain carbon-steel bars for concrete reinforcement
  • [3] Machine learning - based approach for predicting pushover curves of low-rise reinforced concrete frame buildings
    Angarita, Carlos
    Montes, Carlos
    Arroyo, Orlando
    [J]. STRUCTURES, 2024, 70
  • [4] [Anonymous], 2008, ACI Committee 318
  • [5] Seismic fragility assessment of reinforced concrete wall buildings in Colombia: Insights and implications for earthquake-resistant design
    Arroyo, Orlando
    Bonett, Ricardo
    Vidales, Frank
    Ocampo, Juan Jose
    Feliciano, Dirsa
    Carrillo, Julian
    Novoa, Daniela
    [J]. EARTHQUAKE SPECTRA, 2025, 41 (01) : 354 - 380
  • [6] opseestools: A Python']Python library to streamline OpenSeesPy workflows
    Arroyo, Orlando
    Feliciano, Dirsa
    Novoa, Daniela
    Valcarcel, Jairo
    [J]. SOFTWAREX, 2024, 27
  • [7] Comparison of the Reinforced-Concrete Seismic Provisions of the Design Codes of the United States, Colombia, and Ecuador for Low-Rise Frames
    Arroyo, Orlando
    Barros, Jose
    Ramos, Lilibeth
    [J]. EARTHQUAKE SPECTRA, 2018, 34 (02) : 441 - 458
  • [8] Asociacion Colombiana de Ingenieria Sismica, 2010, Reglamento colombiano de construccion sismo resistente NSR-10
  • [9] Burkov A, 2019, The hundred-page machine learning book
  • [10] Evaluating the response modification factor (R) for reinforced concrete and steel structures equipped with TADAS devices designed for high seismic hazard in Colombia
    Caballero-Castro, Luis F.
    Cano-Castano, Hugo A.
    Molina-Herrera, Maritzabel
    Villalba-Morales, Jesus D.
    Arroyo, Orlando
    [J]. STRUCTURES, 2024, 65