Skip to content
Free planNo credit card requiredStart writing

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

APA 7

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

MLA 9

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.

Chicago

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.

Harvard

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.

BibTeX
@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.