Effect of railing deterioration on load carrying capacity of concrete slab bridges-Reference-Cited by-同舟云学术

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Effect of railing deterioration on load carrying capacity of concrete slab bridges

Published:2019-12-31 Issue:4 Volume:15 Page:197-205
ISSN:1573-2487
Container-title:Bridge Structures
language:
Short-container-title:BRS

Author:

Darwich F.¹,Tarhini K.²,Mabsout M.¹

Affiliation:

1. American University of Beirut, Beirut, Lebanon

2. U.S. Coast Guard Academy, New London, CT, USA

Publisher

IOS Press

Subject

Building and Construction

Reference12 articles.

1. AASHTO. Standard Specifications for Highway Bridges (17th ed). American Association of State Highway and Transportation Officials (AASHTO), Washington, DC. 2002.

2. AASHTO. LRFD Bridge Design Specifications (5th ed). American Association of State Highway and Transportation Officials (AASHTO), Washington, DC. 2012.

3. Influence of railings stiffness on wheel load distribution in one- and two-lane concrete slab bridges;Abou Nouh;International Journal of GEOMATE,2017

4. Parapet strength and contribution to live load response for super load passages;Akinci;Journal of Bridge Engineering,2008

5. Influence of secondary elements and deck cracking on the lateral load distribution of steel girder bridges;Chung;Journal of Bridge Engineering,2006

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