{"title":"Nonlinear Torsion and Warping for Multifibre Beam Elements","authors":"F. Rafueneau, G. Casaux, J. Mazars","doi":"10.14359/18248","DOIUrl":null,"url":null,"abstract":"The objective of this paper is to develop a simplified numerical tool dedicated to seismic analysis of reinforced concrete structure. Beam formulation and constitutive relationships are described in order to simulate the behavior of shear walls under complex loadings. This paper focuses on the torsion effects and the way for accounting for cross section warping for simplified analysis.","PeriodicalId":332885,"journal":{"name":"SP-237: Finite Element Analysis of Reinforced Concrete Structures","volume":"33 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2006-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"SP-237: Finite Element Analysis of Reinforced Concrete Structures","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.14359/18248","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
The objective of this paper is to develop a simplified numerical tool dedicated to seismic analysis of reinforced concrete structure. Beam formulation and constitutive relationships are described in order to simulate the behavior of shear walls under complex loadings. This paper focuses on the torsion effects and the way for accounting for cross section warping for simplified analysis.