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...
- 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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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 |
dc.type.spa.spa.fl_str_mv |
http://purl.org/coar/resource_type/c_2df8fbb1 |
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 http://purl.org/coar/access_right/c_abf2 |
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 |
bitstream.url.fl_str_mv |
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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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