Computational Technology Resources - CCP

Paper X.2

The Analysis of Reinforced Concrete Beam and Column Sections

R.H. Scott*, A.T. Stevens+ and S. Black#

*Department of Engineering, university of Durham
+The Royal Engineers
#Scott Wilson Kirkpatrick and Partners

doi:10.4203/ccp.2.10.2

R.H. Scott, A.T. Stevens, S. Black, "The Analysis of Reinforced Concrete Beam and Column Sections", in B.H.V. Topping, (Editor), "Proceedings of the Second International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 291-296, 1985. doi:10.4203/ccp.2.10.2

Abstract

This paper describes a suite of computer programs for the analysis of reinforced concrete beam and column sections. Features of the programs are their handling of the non-linear stress-strain data for the concrete and steel, and the double iteration technique developed to achieve a strain distribution across the section which is compatible with the input parameters. Suggestions are given for future developments.

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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: 2/3 PROCEEDINGS OF THE SECOND INTERNATIONAL CONFERENCE ON CIVIL AND STRUCTURAL ENGINEERING COMPUTING Edited by: B.H.V. Topping Paper X.2 The Analysis of Reinforced Concrete Beam and Column Sections R.H. Scott, A.T. Stevens+ and S. Black# Department of Engineering, university of Durham +The Royal Engineers #Scott Wilson Kirkpatrick and Partners doi:10.4203/ccp.2.10.2 purchase the full-text of this paper Full Bibliographic Reference for this paper R.H. Scott, A.T. Stevens, S. Black, "The Analysis of Reinforced Concrete Beam and Column Sections", in B.H.V. Topping, (Editor), "Proceedings of the Second International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 291-296, 1985. doi:10.4203/ccp.2.10.2 Abstract This paper describes a suite of computer programs for the analysis of reinforced concrete beam and column sections. Features of the programs are their handling of the non-linear stress-strain data for the concrete and steel, and the double iteration technique developed to achieve a strain distribution across the section which is compatible with the input parameters. Suggestions are given for future developments. 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 £90 +P&P)
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