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Paper XXII.3

Assessment and Design of Masonry Arch Structures using a Microcomputer

doi:10.4203/ccp.2.22.3

W.J. Harvey, "Assessment and Design of Masonry Arch Structures using a Microcomputer", in B.H.V. Topping, (Editor), "Proceedings of the Second International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 207-212, 1985. doi:10.4203/ccp.2.22.3

Abstract

Several papers are to be presented at this conference on the subject of masonry arch analysis. The technicalities of these analyses are not the subject of this paper. Rather, this will be an attempt to look at the desirable changes that are made possible by ease of analysis on a microcomputer. In this respect the masonry arch may be taken as a model for any structure where back analysis is required. The combination of inadequate information about indeterminate structures holds pitfalls for any engineer but we will attempt to show how these problems may be reduced.

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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 XXII.3 Assessment and Design of Masonry Arch Structures using a Microcomputer W.J. Harvey Department of Civil Engineering, University of Dundee doi:10.4203/ccp.2.22.3 purchase the full-text of this paper Full Bibliographic Reference for this paper W.J. Harvey, "Assessment and Design of Masonry Arch Structures using a Microcomputer", in B.H.V. Topping, (Editor), "Proceedings of the Second International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 207-212, 1985. doi:10.4203/ccp.2.22.3 Abstract Several papers are to be presented at this conference on the subject of masonry arch analysis. The technicalities of these analyses are not the subject of this paper. Rather, this will be an attempt to look at the desirable changes that are made possible by ease of analysis on a microcomputer. In this respect the masonry arch may be taken as a model for any structure where back analysis is required. The combination of inadequate information about indeterminate structures holds pitfalls for any engineer but we will attempt to show how these problems may be reduced. 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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