Evaluation of Cracking in the Rib-to-Deck Welds of the Bronx–Whitestone Bridge-Reference-Cited by-同舟云学术

Evaluation of Cracking in the Rib-to-Deck Welds of the Bronx–Whitestone Bridge

Published:2016-03 Issue:3 Volume:21 Page:04015065
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Fisher John W.¹,Barsom John M.²

Affiliation:

1. Director and Professor Emeritus, ATLSS Center, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015 (corresponding author).

2. Barsom Consulting, Ltd., 1316 Murray Ave., Suite 300, Pittsburgh, PA 15217-1223.

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.1943-5592.0000823

Reference24 articles.

1. In-Service Response of an Orthotropic Steel Deck Compared with Design Assumptions

2. Connor R. J. Richards S. O. and Fisher J. W. (2003). “Long-term monitoring of prototype orthotropic deck panels on the Bronx–Whitestone Bridge for fatigue evaluation.” Proc. 2nd Bridge Conf. Swetz and Zeitlinger Lisse the Netherlands.

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