Finite Element Analysis on Skew Box-Girder Bridges-Reference-Cited by-同舟云学术

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Finite Element Analysis on Skew Box-Girder Bridges

Published:2023 Issue: Volume: Page:15-26
ISSN:2366-2557
Container-title:Lecture Notes in Civil Engineering
language:
Short-container-title:

Author:

Agarwal Preeti^ORCID,Singh Deepak Kumar^ORCID

Publisher

Springer Nature Singapore

Link

https://link.springer.com/content/pdf/10.1007/978-981-99-1886-7_2

Reference18 articles.

1. Bakht B (1988) Analysis of some skew bridges as right bridges. J Struct Eng 114(10):2307–2322. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:10(2307)

2. Khaleel MA, Itani RY (1990) Live-load moments for continuous skew bridges. J Struct Eng 116(9):2361–2373. https://doi.org/10.1061/(ASCE)0733-9445(1990)116:9(2361)

3. Khaloo AR, Mirzabozorg H (2003) Load distribution factors in simply supported skew bridges. J Bridge Eng 8(4):241–244. https://doi.org/10.1061/(ASCE)1084-0702(2003)8:4(241)

4. Menassa C, Mabsout M, Tarhini K, Frederick G (2007) Influence of skew angle on reinforced concrete slab bridges. J Bridge Eng 12(2):205–214. https://doi.org/10.1061/(ASCE)1084-0702(2007)12:2(205)

5. Mohseni I, Rashid AK (2013) Transverse load distribution of skew cast-in-place concrete multicell box-girder bridges subjected to traffic condition. Lat Am J Solids Stru 10:247–262. https://doi.org/10.1590/S1679-78252013000200002

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