Influence surfaces by boundary element/least square methods coupling
Autor(a) principal: | |
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Data de Publicação: | 2016 |
Outros Autores: | |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Institucional da UNESP |
Texto Completo: | http://dx.doi.org/10.1007/s00366-015-0412-3 http://hdl.handle.net/11449/177882 |
Resumo: | This work presents a new application for calculating the influence surfaces of transverse displacements, directional derivatives and bending moments for generic bridge decks. A plate bending boundary element method formulation is coupled with the application of a continuous field surface derived by the least square procedure. This original BE formulation permits calculating influence surfaces of plates with polygonal, curved or circular geometry, and several transverse load conditions. The proposal allows future analysis of building floors and single and continuous bridge trusses connected to longitudinal and transversal girders. Numerical examples are presented to demonstrate the potential of the present formulation and the results are compared with analytical values and with usual vehicular loads. |
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Repositório Institucional da UNESP |
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spelling |
Influence surfaces by boundary element/least square methods couplingBoundary element methodInfluence surfacesLeast square procedureThin platesThis work presents a new application for calculating the influence surfaces of transverse displacements, directional derivatives and bending moments for generic bridge decks. A plate bending boundary element method formulation is coupled with the application of a continuous field surface derived by the least square procedure. This original BE formulation permits calculating influence surfaces of plates with polygonal, curved or circular geometry, and several transverse load conditions. The proposal allows future analysis of building floors and single and continuous bridge trusses connected to longitudinal and transversal girders. Numerical examples are presented to demonstrate the potential of the present formulation and the results are compared with analytical values and with usual vehicular loads.Department of Structural and Foundation Engineering School of Engineering of the University of São Paulo (EPUSP)Department of Civil Engineering UNESP, Av. Eng. Luiz Edmundo CoubeDepartment of Civil Engineering UNESP, Av. Eng. Luiz Edmundo CoubeUniversidade de São Paulo (USP)Universidade Estadual Paulista (Unesp)Almeida, Valério da SilvaOliveira Neto, Luttgardes de [UNESP]2018-12-11T17:27:33Z2018-12-11T17:27:33Z2016-04-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article231-246application/pdfhttp://dx.doi.org/10.1007/s00366-015-0412-3Engineering with Computers, v. 32, n. 2, p. 231-246, 2016.1435-56630177-0667http://hdl.handle.net/11449/17788210.1007/s00366-015-0412-32-s2.0-849610625802-s2.0-84961062580.pdf7534243554711263Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengEngineering with Computers0,4850,485info:eu-repo/semantics/openAccess2024-06-28T12:56:32Zoai:repositorio.unesp.br:11449/177882Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T17:02:52.831421Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false |
dc.title.none.fl_str_mv |
Influence surfaces by boundary element/least square methods coupling |
title |
Influence surfaces by boundary element/least square methods coupling |
spellingShingle |
Influence surfaces by boundary element/least square methods coupling Almeida, Valério da Silva Boundary element method Influence surfaces Least square procedure Thin plates |
title_short |
Influence surfaces by boundary element/least square methods coupling |
title_full |
Influence surfaces by boundary element/least square methods coupling |
title_fullStr |
Influence surfaces by boundary element/least square methods coupling |
title_full_unstemmed |
Influence surfaces by boundary element/least square methods coupling |
title_sort |
Influence surfaces by boundary element/least square methods coupling |
author |
Almeida, Valério da Silva |
author_facet |
Almeida, Valério da Silva Oliveira Neto, Luttgardes de [UNESP] |
author_role |
author |
author2 |
Oliveira Neto, Luttgardes de [UNESP] |
author2_role |
author |
dc.contributor.none.fl_str_mv |
Universidade de São Paulo (USP) Universidade Estadual Paulista (Unesp) |
dc.contributor.author.fl_str_mv |
Almeida, Valério da Silva Oliveira Neto, Luttgardes de [UNESP] |
dc.subject.por.fl_str_mv |
Boundary element method Influence surfaces Least square procedure Thin plates |
topic |
Boundary element method Influence surfaces Least square procedure Thin plates |
description |
This work presents a new application for calculating the influence surfaces of transverse displacements, directional derivatives and bending moments for generic bridge decks. A plate bending boundary element method formulation is coupled with the application of a continuous field surface derived by the least square procedure. This original BE formulation permits calculating influence surfaces of plates with polygonal, curved or circular geometry, and several transverse load conditions. The proposal allows future analysis of building floors and single and continuous bridge trusses connected to longitudinal and transversal girders. Numerical examples are presented to demonstrate the potential of the present formulation and the results are compared with analytical values and with usual vehicular loads. |
publishDate |
2016 |
dc.date.none.fl_str_mv |
2016-04-01 2018-12-11T17:27:33Z 2018-12-11T17:27:33Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://dx.doi.org/10.1007/s00366-015-0412-3 Engineering with Computers, v. 32, n. 2, p. 231-246, 2016. 1435-5663 0177-0667 http://hdl.handle.net/11449/177882 10.1007/s00366-015-0412-3 2-s2.0-84961062580 2-s2.0-84961062580.pdf 7534243554711263 |
url |
http://dx.doi.org/10.1007/s00366-015-0412-3 http://hdl.handle.net/11449/177882 |
identifier_str_mv |
Engineering with Computers, v. 32, n. 2, p. 231-246, 2016. 1435-5663 0177-0667 10.1007/s00366-015-0412-3 2-s2.0-84961062580 2-s2.0-84961062580.pdf 7534243554711263 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
Engineering with Computers 0,485 0,485 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
231-246 application/pdf |
dc.source.none.fl_str_mv |
Scopus reponame:Repositório Institucional da UNESP instname:Universidade Estadual Paulista (UNESP) instacron:UNESP |
instname_str |
Universidade Estadual Paulista (UNESP) |
instacron_str |
UNESP |
institution |
UNESP |
reponame_str |
Repositório Institucional da UNESP |
collection |
Repositório Institucional da UNESP |
repository.name.fl_str_mv |
Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP) |
repository.mail.fl_str_mv |
|
_version_ |
1808128744883224576 |