article · Bridge Structures · 2005
Evaluation and retrofit of floorbeam cracking on a tied arch bridge
Robert Connor, Ian C. Hodgson, John W. Fisher
Cited by 0Abstract and details only
Abstract
Several tied arch and truss bridges have experienced horizontal floorbeam cracking in the region of the upper web-to-flange weld or in the web gap between the top flange and the connection angles where simple web shear connections have been used. A r
Cite this paper
Connor, R., Hodgson, I. C., & Fisher, J. W. (2005). Evaluation and retrofit of floorbeam cracking on a tied arch bridge. Bridge Structures, 1(3), 177–193. https://doi.org/10.1080/15732480500282394
Connor, Robert, et al. “Evaluation and retrofit of floorbeam cracking on a tied arch bridge.” Bridge Structures, vol. 1, no. 3, 2005, pp. 177–93, https://doi.org/10.1080/15732480500282394.
Connor, Robert, Ian C. Hodgson, and John W. Fisher. 2005. “Evaluation and retrofit of floorbeam cracking on a tied arch bridge.” Bridge Structures 1 (3): 177–93. https://doi.org/10.1080/15732480500282394.
Connor, R., Hodgson, I.C. and Fisher, J.W. (2005) ‘Evaluation and retrofit of floorbeam cracking on a tied arch bridge’, Bridge Structures, 1(3), pp. 177–193. Available at: https://doi.org/10.1080/15732480500282394.
@article{connor2005evaluation,
title = {{Evaluation and retrofit of floorbeam cracking on a tied arch bridge}},
author = {Connor, Robert and Hodgson, Ian C. and Fisher, John W.},
journal = {Bridge Structures},
volume = {1},
number = {3},
pages = {177--193},
year = {2005},
doi = {10.1080/15732480500282394}
}Made from the index record. Check names, capitalisation and page numbers against the paper. Need another style? AI for Research has over 10,000.
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