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Paper XI.1

Monitoring of a Multi-Span Masonry Arch Bridge - Data Collection

T.D. Sloan*, A. Thompson* and W.J. Harvey#

*Department of Civil Engineering, Queen's University of Belfast, Belfast, UK
#Department of Civil Engineering, Dundee University, Dundee, UK

doi:10.4203/ccp.30.11.1

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T.D. Sloan, A. Thompson, W.J. Harvey, "Monitoring of a Multi-Span Masonry Arch Bridge - Data Collection", in B.H.V. Topping, (Editor), "Developments in Computer Aided Design and Modelling for Civil Engineering", Civil-Comp Press, Edinburgh, UK, pp 271-276, 1995. doi:10.4203/ccp.30.11.1

Abstract

This paper describes work done to instrument a five-span masonry arch bridge in the centre of Belfast. The bridge was subjected to a series of abnormal loads during the construction of a new bridge nearby and the opportunity was taken to collect data on the performance of the existing bridge to enable calibration of numerical models which represent the behaviour of multi-span arch bridges.

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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: 30 DEVELOPMENTS IN COMPUTER AIDED DESIGN AND MODELLING FOR CIVIL ENGINEERING Edited by: B.H.V. Topping Paper XI.1 Monitoring of a Multi-Span Masonry Arch Bridge - Data Collection T.D. Sloan, A. Thompson and W.J. Harvey# *Department of Civil Engineering, Queen's University of Belfast, Belfast, UK #Department of Civil Engineering, Dundee University, Dundee, UK doi:10.4203/ccp.30.11.1 purchase the full-text of this paper Full Bibliographic Reference for this paper T.D. Sloan, A. Thompson, W.J. Harvey, "Monitoring of a Multi-Span Masonry Arch Bridge - Data Collection", in B.H.V. Topping, (Editor), "Developments in Computer Aided Design and Modelling for Civil Engineering", Civil-Comp Press, Edinburgh, UK, pp 271-276, 1995. doi:10.4203/ccp.30.11.1 Abstract This paper describes work done to instrument a five-span masonry arch bridge in the centre of Belfast. The bridge was subjected to a series of abnormal loads during the construction of a new bridge nearby and the opportunity was taken to collect data on the performance of the existing bridge to enable calibration of numerical models which represent the behaviour of multi-span arch bridges. 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 £60 +P&P)
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