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Paper IV.3

Three-Dimensional Nonlinear Finite Element Analysis of Connections Between Steel Beams and Reinforced Concrete Columns in Hybrid Structures

K. Uchida*, A. Mikame* and H. Noguchi#

*Building Research Divison, Technical Research Institute, Fujita Corporation, Yokohama, Japan
#Department of Architecture, Chiba University, Chiba-City, Japan

doi:10.4203/ccp.28.4.3

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K. Uchida, A. Mikame, H. Noguchi, "Three-Dimensional Nonlinear Finite Element Analysis of Connections Between Steel Beams and Reinforced Concrete Columns in Hybrid Structures", in M. Papadrakakis, B.H.V. Topping, (Editors), "Computational Structural Engineering for Practice", Civil-Comp Press, Edinburgh, UK, pp 143-150, 1994. doi:10.4203/ccp.28.4.3

Abstract

This paper describes the availability of nonlinear finite element analysis for the clarification of the stress transfer mechanisms in the connections between steel beams and reinforced concrete columns in hybrid structures. The modeling of nonlinear finite element analysis for reinforced concrete structures and hybrid structures is described. Two-and three-dimensional nonlinear analyses were conducted for two types of beam-column connection specimens in the hybrid structures. The results of the analyses and future issues are discussed.

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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: 28 COMPUTATIONAL STRUCTURAL ENGINEERING FOR PRACTICE Edited by: M. Papadrakakis and B.H.V. Topping Paper IV.3 Three-Dimensional Nonlinear Finite Element Analysis of Connections Between Steel Beams and Reinforced Concrete Columns in Hybrid Structures K. Uchida, A. Mikame and H. Noguchi# *Building Research Divison, Technical Research Institute, Fujita Corporation, Yokohama, Japan #Department of Architecture, Chiba University, Chiba-City, Japan doi:10.4203/ccp.28.4.3 purchase the full-text of this paper Full Bibliographic Reference for this paper K. Uchida, A. Mikame, H. Noguchi, "Three-Dimensional Nonlinear Finite Element Analysis of Connections Between Steel Beams and Reinforced Concrete Columns in Hybrid Structures", in M. Papadrakakis, B.H.V. Topping, (Editors), "Computational Structural Engineering for Practice", Civil-Comp Press, Edinburgh, UK, pp 143-150, 1994. doi:10.4203/ccp.28.4.3 Abstract This paper describes the availability of nonlinear finite element analysis for the clarification of the stress transfer mechanisms in the connections between steel beams and reinforced concrete columns in hybrid structures. The modeling of nonlinear finite element analysis for reinforced concrete structures and hybrid structures is described. Two-and three-dimensional nonlinear analyses were conducted for two types of beam-column connection specimens in the hybrid structures. The results of the analyses and future issues are discussed. 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 £65 +P&P)
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