Case-Based Reasoning for Converting Working Stress Design-Based Bridge Ratings to Load Factor Design-Based Ratings-Reference-Cited by-同舟云学术

Case-Based Reasoning for Converting Working Stress Design-Based Bridge Ratings to Load Factor Design-Based Ratings

Published:2005-07 Issue:4 Volume:10 Page:450-459
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Sirca Gene F.¹²,Adeli Hojjat¹²

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering and Geodetic Science, The Ohio State Univ., 470 Hitchcock Hall, 2070 Neil Ave., Columbus, OH 43210.

2. Lichtenstein Professor, Dept. of Civil and Environmental Engineering and Geodetic Science, The Ohio State Univ., 470 Hitchcock Hall, 2070 Neil Ave., Columbus, OH 43210.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282005%2910%3A4%28450%29

Reference27 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1994). Bridge analysis and rating system BARS-PC Release 5.5 Mod 3.2 user manuals I and II American Association of State Highway and Transportation Officials Washington D.C.

2. Expert Systems in Construction and Structural Engineering

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