Estimation of backbone model parameters for simulation of exposed column base plates

An approach is presented for the estimation of the parameters required to simulate the nonlinear monotonic (i.e., backbone) rotational response of Exposed-Column-Base-Plate (ECBP) connections subjected to moment and axial compression. A trilinear backbone curve is selected to represent the rotationa...

Full description

Autores:
Villar-Salinas, Sergio
Kanvinde, Amit
Lopez-Almansa, Francisco
Tipo de recurso:
Fecha de publicación:
2024
Institución:
Universidad Tecnológica de Bolívar
Repositorio:
Repositorio Institucional UTB
Idioma:
eng
OAI Identifier:
oai:repositorio.utb.edu.co:20.500.12585/12740
Acceso en línea:
https://hdl.handle.net/20.500.12585/12740
https://doi.org/10.1016/j.jcsr.2024.109034
Palabra clave:
Exposed-column-baseplates
Moment-rotation curves
Axial compression ratio
Regression models
Performance-based assessment
LEMB
Rights
openAccess
License
http://creativecommons.org/licenses/by-nc-nd/4.0/
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oai_identifier_str oai:repositorio.utb.edu.co:20.500.12585/12740
network_acronym_str UTB2
network_name_str Repositorio Institucional UTB
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dc.title.spa.fl_str_mv Estimation of backbone model parameters for simulation of exposed column base plates
title Estimation of backbone model parameters for simulation of exposed column base plates
spellingShingle Estimation of backbone model parameters for simulation of exposed column base plates
Exposed-column-baseplates
Moment-rotation curves
Axial compression ratio
Regression models
Performance-based assessment
LEMB
title_short Estimation of backbone model parameters for simulation of exposed column base plates
title_full Estimation of backbone model parameters for simulation of exposed column base plates
title_fullStr Estimation of backbone model parameters for simulation of exposed column base plates
title_full_unstemmed Estimation of backbone model parameters for simulation of exposed column base plates
title_sort Estimation of backbone model parameters for simulation of exposed column base plates
dc.creator.fl_str_mv Villar-Salinas, Sergio
Kanvinde, Amit
Lopez-Almansa, Francisco
dc.contributor.author.none.fl_str_mv Villar-Salinas, Sergio
Kanvinde, Amit
Lopez-Almansa, Francisco
dc.subject.keywords.spa.fl_str_mv Exposed-column-baseplates
Moment-rotation curves
Axial compression ratio
Regression models
Performance-based assessment
topic Exposed-column-baseplates
Moment-rotation curves
Axial compression ratio
Regression models
Performance-based assessment
LEMB
dc.subject.armarc.none.fl_str_mv LEMB
description An approach is presented for the estimation of the parameters required to simulate the nonlinear monotonic (i.e., backbone) rotational response of Exposed-Column-Base-Plate (ECBP) connections subjected to moment and axial compression. A trilinear backbone curve is selected to represent the rotational response, defined by three deformation and two strength parameters; these properly represent the stiffness, strength, and ductility of the connections. This approach is accompanied by a tool to facilitate convenient estimation of the parameters. The approach is based on a combination of behavioral insights and physics-based models (for some parameters) as well as regression for other parameters, which are estimated from a dataset of eighty-four experiments on ECBP connections conducted over the last forty years in the United States, Europe, and Asia. Predictive equations are provided to estimate the various parameters defining the nonlinear response, and their efficacy is examined by comparing them with the test data; in addition, well-established techniques are implemented to avoid collinearity and the overfitting of regression models. The results show that the models presented in this work provide robust and accurate predictions for in-sample and out-of-sample data. Limitations are outlined.
publishDate 2024
dc.date.accessioned.none.fl_str_mv 2024-09-27T19:44:21Z
dc.date.available.none.fl_str_mv 2024-09-27T19:44:21Z
dc.date.issued.none.fl_str_mv 2024-09-12
dc.date.submitted.none.fl_str_mv 2024-09-25
dc.type.coarversion.fl_str_mv http://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.driver.spa.fl_str_mv info:eu-repo/semantics/article
dc.type.hasversion.spa.fl_str_mv info:eu-repo/semantics/publishedVersion
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status_str publishedVersion
dc.identifier.citation.spa.fl_str_mv Villar-Salinas, S., A. Kanvinde, and F. Lopez-Almansa. 2024. “Estimation of backbone model parameters for simulation of exposed column base plates.” J. Constr. Steel Res., 223 (December). https://doi.org/10.1016/j.jcsr.2024.109034.
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/20.500.12585/12740
dc.identifier.doi.none.fl_str_mv https://doi.org/10.1016/j.jcsr.2024.109034
dc.identifier.instname.spa.fl_str_mv Universidad Tecnológica de Bolívar
dc.identifier.reponame.spa.fl_str_mv Repositorio Universidad Tecnológica de Bolívar
identifier_str_mv Villar-Salinas, S., A. Kanvinde, and F. Lopez-Almansa. 2024. “Estimation of backbone model parameters for simulation of exposed column base plates.” J. Constr. Steel Res., 223 (December). https://doi.org/10.1016/j.jcsr.2024.109034.
Universidad Tecnológica de Bolívar
Repositorio Universidad Tecnológica de Bolívar
url https://hdl.handle.net/20.500.12585/12740
https://doi.org/10.1016/j.jcsr.2024.109034
dc.language.iso.spa.fl_str_mv eng
language eng
dc.rights.coar.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.rights.uri.*.fl_str_mv http://creativecommons.org/licenses/by-nc-nd/4.0/
dc.rights.accessrights.spa.fl_str_mv info:eu-repo/semantics/openAccess
dc.rights.cc.*.fl_str_mv Attribution-NonCommercial-NoDerivatives 4.0 Internacional
rights_invalid_str_mv http://creativecommons.org/licenses/by-nc-nd/4.0/
Attribution-NonCommercial-NoDerivatives 4.0 Internacional
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eu_rights_str_mv openAccess
dc.format.extent.none.fl_str_mv 15 pags.
dc.format.mimetype.spa.fl_str_mv application/pdf
dc.publisher.place.spa.fl_str_mv Cartagena de Indias
dc.publisher.faculty.spa.fl_str_mv Ingeniería
dc.publisher.sede.spa.fl_str_mv Campus Tecnológico
dc.publisher.discipline.spa.fl_str_mv Ingeniería Civil
dc.source.spa.fl_str_mv Journal of Constructional Steel Research
institution Universidad Tecnológica de Bolívar
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spelling Villar-Salinas, Sergiofc373e68-d8e4-4b76-9a03-14820eeb1be1Kanvinde, Amit5e58946c-f8cc-4020-ad35-9e5a1a04cb4fLopez-Almansa, Franciscobbacecf1-0935-4453-9276-37cf74debd932024-09-27T19:44:21Z2024-09-27T19:44:21Z2024-09-122024-09-25Villar-Salinas, S., A. Kanvinde, and F. Lopez-Almansa. 2024. “Estimation of backbone model parameters for simulation of exposed column base plates.” J. Constr. Steel Res., 223 (December). https://doi.org/10.1016/j.jcsr.2024.109034.https://hdl.handle.net/20.500.12585/12740https://doi.org/10.1016/j.jcsr.2024.109034Universidad Tecnológica de BolívarRepositorio Universidad Tecnológica de BolívarAn approach is presented for the estimation of the parameters required to simulate the nonlinear monotonic (i.e., backbone) rotational response of Exposed-Column-Base-Plate (ECBP) connections subjected to moment and axial compression. A trilinear backbone curve is selected to represent the rotational response, defined by three deformation and two strength parameters; these properly represent the stiffness, strength, and ductility of the connections. This approach is accompanied by a tool to facilitate convenient estimation of the parameters. The approach is based on a combination of behavioral insights and physics-based models (for some parameters) as well as regression for other parameters, which are estimated from a dataset of eighty-four experiments on ECBP connections conducted over the last forty years in the United States, Europe, and Asia. Predictive equations are provided to estimate the various parameters defining the nonlinear response, and their efficacy is examined by comparing them with the test data; in addition, well-established techniques are implemented to avoid collinearity and the overfitting of regression models. The results show that the models presented in this work provide robust and accurate predictions for in-sample and out-of-sample data. Limitations are outlined.Fundación Carolina, Universidad Tecnológica de Bolívar, PCEM SAS15 pags.application/pdfenghttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessAttribution-NonCommercial-NoDerivatives 4.0 Internacionalhttp://purl.org/coar/access_right/c_abf2Journal of Constructional Steel ResearchEstimation of backbone model parameters for simulation of exposed column base platesinfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a85Exposed-column-baseplatesMoment-rotation curvesAxial compression ratioRegression modelsPerformance-based assessmentLEMBCartagena de IndiasIngenieríaCampus TecnológicoIngeniería CivilPúblico generalI. Piana, A.F.G. 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