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SP-265: Thomas T.C. Hsu Symposium: Shear and Torsion in Concrete Structures最新文献

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Finite Element Analysis of Reinforced Concrete Joints Subjected to Multi-Axial Loading 多轴荷载作用下钢筋混凝土节点有限元分析
SP-265: Thomas T.C. Hsu Symposium: Shear and Torsion in Concrete Structures Pub Date : 2009-10-01 DOI: 10.14359/51663297
H. Noguchi, T. Kashiwazaki, K. Miura
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引用次数: 3
Investigation of Strut Strength Using a Deep-Beam Database 基于深梁数据库的支撑强度研究
SP-265: Thomas T.C. Hsu Symposium: Shear and Torsion in Concrete Structures Pub Date : 2009-10-01 DOI: 10.14359/51663305
N. Bahen, D. Sanders
{"title":"Investigation of Strut Strength Using a Deep-Beam Database","authors":"N. Bahen, D. Sanders","doi":"10.14359/51663305","DOIUrl":"https://doi.org/10.14359/51663305","url":null,"abstract":"","PeriodicalId":310990,"journal":{"name":"SP-265: Thomas T.C. Hsu Symposium: Shear and Torsion in Concrete Structures","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2009-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130168391","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: 2
Shear Capacity of Ultra-High-Performance Concrete I-Girders with Orthogonal Welded Wire Reinforcement 正交焊丝配筋超高性能混凝土工字梁抗剪承载力研究
SP-265: Thomas T.C. Hsu Symposium: Shear and Torsion in Concrete Structures Pub Date : 2009-10-01 DOI: 10.14359/51663311
G. Morcous, M. Maguire, M. Tadros
{"title":"Shear Capacity of Ultra-High-Performance Concrete I-Girders with Orthogonal Welded Wire Reinforcement","authors":"G. Morcous, M. Maguire, M. Tadros","doi":"10.14359/51663311","DOIUrl":"https://doi.org/10.14359/51663311","url":null,"abstract":"","PeriodicalId":310990,"journal":{"name":"SP-265: Thomas T.C. Hsu Symposium: Shear and Torsion in Concrete Structures","volume":"3 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2009-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127723697","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: 5
Shear Strength Prediction of Eccentric Beam-Column Joints 偏心梁柱节点抗剪强度预测
SP-265: Thomas T.C. Hsu Symposium: Shear and Torsion in Concrete Structures Pub Date : 2009-10-01 DOI: 10.14359/51663289
E. Lim, S. Hwang, Hung-Jen Lee
{"title":"Shear Strength Prediction of Eccentric Beam-Column Joints","authors":"E. Lim, S. Hwang, Hung-Jen Lee","doi":"10.14359/51663289","DOIUrl":"https://doi.org/10.14359/51663289","url":null,"abstract":"","PeriodicalId":310990,"journal":{"name":"SP-265: Thomas T.C. Hsu Symposium: Shear and Torsion in Concrete Structures","volume":"55 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2009-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124572378","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: 0
Shear-Flexure-Torsion Interaction Features of Reinforced Concrete Bridge Columns-An Experimental Study 钢筋混凝土桥梁柱剪切-弯-扭相互作用特性试验研究
SP-265: Thomas T.C. Hsu Symposium: Shear and Torsion in Concrete Structures Pub Date : 2009-10-01 DOI: 10.14359/51663307
S. Prakash, A. Belarbi
{"title":"Shear-Flexure-Torsion Interaction Features of Reinforced Concrete Bridge Columns-An Experimental Study","authors":"S. Prakash, A. Belarbi","doi":"10.14359/51663307","DOIUrl":"https://doi.org/10.14359/51663307","url":null,"abstract":"","PeriodicalId":310990,"journal":{"name":"SP-265: Thomas T.C. Hsu Symposium: Shear and Torsion in Concrete Structures","volume":"60 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2009-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121891425","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: 1
A New Design Method for Shear in Prestressed Concrete Girders 预应力混凝土梁抗剪设计新方法
SP-265: Thomas T.C. Hsu Symposium: Shear and Torsion in Concrete Structures Pub Date : 2009-10-01 DOI: 10.14359/51663314
A. Laskar, T. Hsu, Y. Mo
{"title":"A New Design Method for Shear in Prestressed Concrete Girders","authors":"A. Laskar, T. Hsu, Y. Mo","doi":"10.14359/51663314","DOIUrl":"https://doi.org/10.14359/51663314","url":null,"abstract":"","PeriodicalId":310990,"journal":{"name":"SP-265: Thomas T.C. Hsu Symposium: Shear and Torsion in Concrete Structures","volume":"136 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2009-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127133729","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: 0
Experimental Observations of Masonry Infilled Reinforced Concrete Frames with Openings 开孔砌筑钢筋混凝土框架试验观察
SP-265: Thomas T.C. Hsu Symposium: Shear and Torsion in Concrete Structures Pub Date : 2009-10-01 DOI: 10.14359/51663296
B. Blackard, K. Willam, S. Mettupalayam
{"title":"Experimental Observations of Masonry Infilled Reinforced Concrete Frames with Openings","authors":"B. Blackard, K. Willam, S. Mettupalayam","doi":"10.14359/51663296","DOIUrl":"https://doi.org/10.14359/51663296","url":null,"abstract":"","PeriodicalId":310990,"journal":{"name":"SP-265: Thomas T.C. Hsu Symposium: Shear and Torsion in Concrete Structures","volume":"4 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2009-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132706256","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: 29
"Refinements to Compression Field Theory, with Application to Wall-Type Structures" 压缩场理论的改进及其在壁式结构中的应用
SP-265: Thomas T.C. Hsu Symposium: Shear and Torsion in Concrete Structures Pub Date : 2009-10-01 DOI: 10.14359/51663293
L. M. Gil-Martín, M. Hernández-Montes, S. Pantazopoulou
{"title":"\"Refinements to Compression Field Theory, with Application to Wall-Type Structures\"","authors":"L. M. Gil-Martín, M. Hernández-Montes, S. Pantazopoulou","doi":"10.14359/51663293","DOIUrl":"https://doi.org/10.14359/51663293","url":null,"abstract":"","PeriodicalId":310990,"journal":{"name":"SP-265: Thomas T.C. Hsu Symposium: Shear and Torsion in Concrete Structures","volume":"475 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2009-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"117011897","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: 16
Shear Strength of Slabs with Double- Headed Shear Studs in Radial and Orthogonal Layouts 径向和正交布置双头剪力钉板的抗剪强度
SP-265: Thomas T.C. Hsu Symposium: Shear and Torsion in Concrete Structures Pub Date : 2009-10-01 DOI: 10.14359/51663310
G. Birkle, W. Dilger
{"title":"Shear Strength of Slabs with Double- Headed Shear Studs in Radial and Orthogonal Layouts","authors":"G. Birkle, W. Dilger","doi":"10.14359/51663310","DOIUrl":"https://doi.org/10.14359/51663310","url":null,"abstract":"","PeriodicalId":310990,"journal":{"name":"SP-265: Thomas T.C. Hsu Symposium: Shear and Torsion in Concrete Structures","volume":"57 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2009-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126541210","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: 10
"FRP Shear Transfer Mechanism for Precast, Prestressed Concrete Sandwich Load-Bearing Panels" 预制、预应力混凝土夹层承重板的FRP剪切传递机制
SP-265: Thomas T.C. Hsu Symposium: Shear and Torsion in Concrete Structures Pub Date : 2009-10-01 DOI: 10.14359/51663315
S. Rizkalla, T. Hassan, G. Lucier
{"title":"\"FRP Shear Transfer Mechanism for Precast, Prestressed Concrete Sandwich Load-Bearing Panels\"","authors":"S. Rizkalla, T. Hassan, G. Lucier","doi":"10.14359/51663315","DOIUrl":"https://doi.org/10.14359/51663315","url":null,"abstract":"Synopsis: This paper describes the structural behavior of precast prestressed concrete sandwich wall panels reinforced with carbon fiber reinforced polymer (CFRP) shear grid to achieve composite action. The study included testing of six full-scale sandwich wall panels, each measuring 20 ft (6.1 m) by 12 ft (3.7 m). The panels consisted of two outer prestressed concrete wythes and an inner foam core. The study included two types of foams and several shear transfer mechanisms with different CFRP reinforcement ratios to examine the degree of composite action developed between the two concrete wythes. All wall panels were simultaneously subjected to applied gravity and lateral loads. The paper also presents a general methodology to determine the behavior of fully and partial composite wall panels. The effects of imperfect connection between the two concrete wythes are considered by varying the total shear force transmitted through the shear connectors at the interface. The shear flow capacity of the insulating materials as well as the CFRP shear grid is determined using the proposed approach. The influence of the degree of the composite interaction on the induced curvature and slip-strain behavior is presented. A simple design chart for estimating the flexural capacity of the wall panels with different shear reinforcement ratios is proposed.","PeriodicalId":310990,"journal":{"name":"SP-265: Thomas T.C. Hsu Symposium: Shear and Torsion in Concrete Structures","volume":"13 4 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2009-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125626434","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: 27
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