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J.L.P. Melges, L.M. Pinheiro and F.R. Stucchi

Department of Structural Engineering, University of Sao Paulo, Sao Carlos, Brazil

doi:10.4203/ccp.48.4.2

J.L.P. Melges, L.M. Pinheiro, F.R. Stucchi, "Punching Shear Analysis of Edge Slab-Column Connections", in B.H.V. Topping, M.B. Leeming, (Editors), "Innovation in Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 113-123, 1997. doi:10.4203/ccp.48.4.2

Abstract

A comparative analysis between experimental results and those given by EUROCODE N. 2 (EC 2), ACI 318-89, CEB/95 and Brazilian code basic text NB-1/93 (not yet approved) is presented. This analysis is related to slab - edge column connections, for rectangular columns, with a bending moment acting perpendicular to the free edge. The tests were made by Libbrio, in the Laboratory of the Structural Engineering Department, Sao Carlos School of Engineering (EESC), University of Sao Paulo (USP). One of the aspects analysed was the column side ratio, where the relationship between the perpendicular free edge column side and the parallel one varied from two (2) to four (4).

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 48 INNOVATION IN CIVIL AND STRUCTURAL ENGINEERING Edited by: B.H.V. Topping and M.B. Leeming Paper IV.2 Punching Shear Analysis of Edge Slab-Column Connections J.L.P. Melges, L.M. Pinheiro and F.R. Stucchi Department of Structural Engineering, University of Sao Paulo, Sao Carlos, Brazil doi:10.4203/ccp.48.4.2 purchase the full-text of this paper Full Bibliographic Reference for this paper J.L.P. Melges, L.M. Pinheiro, F.R. Stucchi, "Punching Shear Analysis of Edge Slab-Column Connections", in B.H.V. Topping, M.B. Leeming, (Editors), "Innovation in Civil and Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 113-123, 1997. doi:10.4203/ccp.48.4.2 Abstract A comparative analysis between experimental results and those given by EUROCODE N. 2 (EC 2), ACI 318-89, CEB/95 and Brazilian code basic text NB-1/93 (not yet approved) is presented. This analysis is related to slab - edge column connections, for rectangular columns, with a bending moment acting perpendicular to the free edge. The tests were made by Libbrio, in the Laboratory of the Structural Engineering Department, Sao Carlos School of Engineering (EESC), University of Sao Paulo (USP). One of the aspects analysed was the column side ratio, where the relationship between the perpendicular free edge column side and the parallel one varied from two (2) to four (4). purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £85 +P&P)
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