Analysis of Isotropic and Orthotropic Sandwich Bridge Decks-Reference-Cited by-同舟云学术

Analysis of Isotropic and Orthotropic Sandwich Bridge Decks

Published:2020-09-28 Issue: Volume: Page:109-120
ISSN:2366-2557
Container-title:Lecture Notes in Civil Engineering
language:
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Author:

Agarwal Preeti^ORCID,Pal P.^ORCID,Mehta P. K.

Publisher

Springer Singapore

Link

http://link.springer.com/content/pdf/10.1007/978-981-15-5195-6_8

Reference18 articles.

1. Heins C, Firmage D (1979) Design of orthotropic deck bridges, in design of modern steel highway bridges. Wiley, New York

2. Cullimore M, Smith J (1981) Local stresses in orthotropic steel bridges deck caused by wheel loads. J Constr Steel Res 1:17–26. https://doi.org/10.1016/0143-974X(81)90029-8

3. Janss J (1988) Fatigue of welds in orthotropic bridge decks panels with trapezoidal stiffeners. J Constr Steel Res 9:147–154. https://doi.org/10.1016/0143-974X(88)90005-3

4. Wolchuck R (1990) Lessons from weld cracks in orthotropic decks on three European bridges. J Struct Eng 116:75–84. https://doi.org/10.1061/(ASCE)0733-9445(1990)116:1(75)

5. Cunninghame J, Beales C (1990) Fatigue crack location in orthotropic steel decks. In: Proceedings international association for bridges and structural engineering, Zurich, Switzerland, pp 17–26. http://doi.org/10.5169/seals-42842

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