GPR-Based Fuzzy Model for Bridge Deck Corrosiveness Index-Reference-Cited by-同舟云学术

GPR-Based Fuzzy Model for Bridge Deck Corrosiveness Index

Published:2016-08 Issue:4 Volume:30 Page:04015069
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Dinh Kien¹,Zayed Tarek²

Affiliation:

1. Research Associate, Rutgers, State Univ. of New Jersey, 100 Brett Rd., Piscataway, NJ 08854 (corresponding author).

2. Professor, Dept. of Building, Civil, and Environmental Engineering, Concordia Univ., 1515 Sainte-Catherine W., Montréal, QC, Canada H3G 2W1.

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.1943-5509.0000815

Reference39 articles.

1. AASHTO. (1994). Manual for condition evaluation of bridges Washington DC.

2. Determination of fuzzy logic membership functions using genetic algorithms

3. ASCE. (2013). “Report card for America’s infrastructure.” 〈http://www.infrastructurereportcard.org/bridges/〉 (May 12 2014).

4. ASTM. (2008). “Standard test method for evaluating asphalt-covered concrete bridge decks using ground penetrating radar.” D6087-08 West Conshohocken PA.

5. Response rate in academic studies—A comparative analysis;Baruch Y.;Human Relat.,1999

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