FILL STRESSES IN A NEW BRICK ARCH BRIDGE SUBJECT TO HEAVY AXLE-LOAD TESTS.-Reference-Cited by-同舟云学术

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FILL STRESSES IN A NEW BRICK ARCH BRIDGE SUBJECT TO HEAVY AXLE-LOAD TESTS.

Published:1997-05 Issue:2 Volume:122 Page:173-185
ISSN:0965-0911
Container-title:Proceedings of the Institution of Civil Engineers - Structures and Buildings
language:en
Short-container-title:Proceedings of the Institution of Civil Engineers - Structures and Buildings

Author:

PONNIAH D A,FAIRFIELD C A,PRENTICE D J,

Publisher

Thomas Telford Ltd.

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/istbu.1997.29308

Cited by 12 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Numerical Simulations for Structural Response of Masonry Arch Bridge with Relieving Slab as Upgradation Strategy;International Journal of Civil Engineering;2017-07-26

2. Performance Evaluation of a Stone Masonry–Arch Railway Bridge under Increased Axle Loads;Journal of Performance of Constructed Facilities;2014-04

3. Contribution of the fill to the static behaviour of arched masonry structures: theoretical formulation;Acta Mechanica;2013-08-07

4. Two-dimensional finite element upper bound limit analysis of masonry bridges;Computers & Structures;2006-12

5. Mechanism analysis of single span masonry arch bridges using a spreadsheet;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2002-11

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