Numerically and Experimentally Based Reliability Assessment of a Concrete Bridge Subjected to Chloride-Induced Deterioration-Reference-Cited by-同舟云学术

Numerically and Experimentally Based Reliability Assessment of a Concrete Bridge Subjected to Chloride-Induced Deterioration

Published:2013-06 Issue:2 Volume:19 Page:166-175
ISSN:1076-0342
Container-title:Journal of Infrastructure Systems
language:en
Short-container-title:J. Infrastruct. Syst.

Author:

Strauss Alfred¹,Wendner Roman²,Bergmeister Konrad³,Costa Carlo⁴

Affiliation:

1. Associate Professor, Dept. of Civil Engineering and Natural Hazards, Univ. of Natural Resources and Applied Life Sciences, A-1190 Vienna, Austria (corresponding author).

2. Post Doc., Dept. of Civil Engineering and Natural Hazards, Univ. of Natural Resources and Applied Life Sciences, A-1190 Vienna, Austria.

3. Professor, Dept. of Civil Engineering and Natural Hazards, Univ. of Natural Resources and Applied Life Sciences, A-1190 Vienna, Austria.

4. Technical Director, Autostrada Del Brennero SpA, 38121 Trento, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29IS.1943-555X.0000125

Reference39 articles.

1. Cellular Automata Approach to Durability Analysis of Concrete Structures in Aggressive Environments

2. ATENA — A tool for engineering analysis of fracture in concrete

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