Identifying Critical Sources of Bridge Deterioration in Cold Regions through the Constructed Bridges in North Dakota-Reference-Cited by-同舟云学术

Identifying Critical Sources of Bridge Deterioration in Cold Regions through the Constructed Bridges in North Dakota

Published:2010-09 Issue:5 Volume:15 Page:542-552
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Kim Yail J.¹²,Yoon D. K.¹²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, North Dakota State Univ., Fargo, ND 58108.

2. Assistant Professor, Dept. of Sociology, Anthropology, and Emergency Management, North Dakota State Univ., Fargo, ND 58108 (corresponding author).

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.1943-5592.0000087

Reference31 articles.

1. Condition Assessment for Bridge Management

2. Baumert M. (1995). “Low temperature behavior of reinforced concrete beams strengthened with CFRP sheets.” MS thesis Queen’s Univ. Kingston Ont. Canada.

3. Estimating the Future Condition of Highway Bridge Components Using National Bridge Inventory Data

4. Busa G. Cassella M. Gazadia W. and Horn R. (1985). “A national bridge deterioration model.” Rep. Prepared for U.S. Dept. of Transportation Research and Special Programs Administration Transportation Systems Center Kendall Square Cambridge Mass.

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