Reliability-Based Condition Assessment of an Externally Restrained Bridge Deck System Considering Uncertainties in Key Design Parameters-Reference-Cited by-同舟云学术

Reliability-Based Condition Assessment of an Externally Restrained Bridge Deck System Considering Uncertainties in Key Design Parameters

Published:2016-02 Issue:1 Volume:30 Page:04014189
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Ghodoosi Farzad¹,Bagchi Ashutosh²,Zayed Tarek³

Affiliation:

1. Research Associate, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montreal, QC, Canada H3G 1M8.

2. Professor, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montreal, QC, Canada H3G 1M8 (corresponding author).

3. Associate Professor, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montreal, QC, Canada H3G 1M8.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000699

Reference35 articles.

1. ACI Innovation Task Group 3. (2004). “Report on bridge decks free of steel reinforcement.” ACI ITG-3-04 American Concrete Institute (ACI) Farmington Hills MI.

2. Signal versus Noise in Damage Detection by Experimental Modal Analysis

3. Updating the Mathematical Model of a Structure Using Vibration Data

4. Five Steel-Free Bridge Deck Slabs in Canada

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