Response of Slab Bridges Before, During, and After Repair-Reference-Cited by-同舟云学术

Response of Slab Bridges Before, During, and After Repair

Published:2002-09 Issue:5 Volume:7 Page:267-275
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Shahrooz Bahram M.¹,Saraf Vijay²,Godbole Bhushan²,Miller Richard A.³

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Univ. of Cincinnati, P.O. Box 210071, Cincinnati, OH 45221-0071.

2. Former Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Cincinnati, P.O. Box 210071, Cincinnati, OH 45221-0071.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Cincinnati, P.O. Box 210071, Cincinnati, OH 45221-0071.

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%282002%297%3A5%28267%29

Reference7 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1998). “Standard specification for highway bridges.” Washington D.C.

2. American Concrete Institute (ACI). (1999). “Building code requirements for reinforced concrete and commentary.” ACI 318-99/ACI 318R-99 Detroit.

3. Destructive Testing of Decommissioned Concrete Slab Bridge

4. National Cooperative Highway Research Program (NCHRP). (2000). “Manual for condition evaluation and load and resistance factor rating of highway bridges.” NCHRP 12-46 Final Draft Manual

5. Flexibility by Multireference Impact Testing for Bridge Diagnostics

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