Empirical Design Rules for Effective Utilization of Orthotropic Decks-Reference-Cited by-同舟云学术

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Empirical Design Rules for Effective Utilization of Orthotropic Decks

Published:2014-02 Issue:2 Volume:19 Page:152-158
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wolchuk Roman¹

Affiliation:

1. Principal, Roman Wolchuk Consulting Engineers, 921 Bergen Ave., Ste. 637, Jersey City, NJ 07306.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000462

Reference20 articles.

1. AASHTO. (1994). AASHTO LRFD bridge design specifications Washington DC.

2. AASHTO. (2009). AASHTO LRFD 2007 bridge design specifications with 2009 interim revisions Washington DC.

3. AASHTO. (2012). AASHTO LRFD bridge design specifications customary units 2012 Washington DC.

4. AISC. (1963). Design manual for orthotropic steel plate deck bridges Chicago.

5. European Committee for Standardization. (2004). “Steel bridges part 2.” Eurocode 3 Brussels Belgium.

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