Bulletin of the Polytechnic Institute of Jassy Constructions Architechture Section最新文献

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Effect of confinement on bond strength between self-compacting concrete and reinforcement 约束对自密实混凝土与钢筋粘结强度的影响
Bulletin of the Polytechnic Institute of Jassy Constructions Architechture Section Pub Date : 2013-01-01 DOI: 10.6084/M9.FIGSHARE.3482981.V1
M. Sabau, T. Oneţ, A. Petean
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引用次数: 2
Numerical Analysis of Composite Steel Concrete Structural Shear Walls with Steel Encased Profiles 钢包腹型钢-混凝土组合结构剪力墙数值分析
Bulletin of the Polytechnic Institute of Jassy Constructions Architechture Section Pub Date : 2009-01-01 DOI: 10.1201/9780203861592.ch49
D. Dan, V. Stoian, A. Fabian
{"title":"Numerical Analysis of Composite Steel Concrete Structural Shear Walls with Steel Encased Profiles","authors":"D. Dan, V. Stoian, A. Fabian","doi":"10.1201/9780203861592.ch49","DOIUrl":"https://doi.org/10.1201/9780203861592.ch49","url":null,"abstract":"The use of common reinforced concrete shear walls in high rise buildings is sometimes limited because of the large amount of reinforcement localized at the end of the element. A good alternative in avoiding this disadvantage is to use composite steel concrete structural shear walls with steel encased profiles. This solution used for high rise buildings, offers to designers lateral stiffness, shear capacity and high bending resisting moment of structural walls. The encasement of the steel shapes in concrete is applied also for the following purposes: flexural stiffening and strengthening of compression elements; fire protection; potentially easier repairs after moderate damage; economy with respect both to material and construction. Until now in the national and international literature poor information about nonlinear behaviour of composite steel concrete structural shear walls with steel encased profiles is available. A theoretical and experimental program related to the behaviour of steel concrete structural shear walls with steel encased profiles is developed at “Politehnica” University of Timisoara. The program refers to six different elements, which differ by the shape of the steel encased profile and also by the arrangement of steel shapes on the cross section of the element. In order to calibrate the elements for experimental study some numerical analysis were made. The paper presents the results of numerical analysis with details of stress distribution, crack distribution, structural stiffness at various loads, and load bearing capacity of the elements.","PeriodicalId":30094,"journal":{"name":"Bulletin of the Polytechnic Institute of Jassy Constructions Architechture Section","volume":"12 1","pages":"21-32"},"PeriodicalIF":0.0,"publicationDate":"2009-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"87628801","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 4
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