Investigation of Bridge Expansion Joint Failure Using Field Strain Measurement-Reference-Cited by-同舟云学术

Investigation of Bridge Expansion Joint Failure Using Field Strain Measurement

Published:2011-08 Issue:4 Volume:25 Page:309-316
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Fu Chung C.¹²,Zhang Nan¹²

Affiliation:

1. Director and Research Professor, Bridge Engineering Software and Technology (BEST) Center, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742 (corresponding author). E-mail: ccfu@umd.edu

2. Professor and Chairman, Dept. of Bridge Engineering, College of Civil Engineering, Nanjing Univ. of Technology, Nanjing 210009, China; formerly, Visiting Professor, BEST Center, Univ. of Maryland, College Park, MD 20742.

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.1943-5509.0000171

Reference14 articles.

1. AASHTO. (1990). Guide specifications for fatigue evaluation of existing steel bridges Washington DC.

2. AASHTO. (2005). LRFD bridge design specifications 4th Ed. Washington DC.

3. American Welding Society (AWS). (2002). D1.5 bridge welding code Washington DC.

4. Fisher J. W. Mertz D. R. and Zhong A. (1983). “Steel bridge member under variable amplitude long life fatigue loading.” Rep. 267 National Cooperative Highway Research Program Washington DC 22.

5. Florida Department of Transport (FLDOT). (2002). “Structural design guidelines for load and resistance factor.” Tallahassee FL 〈http://www.dot.state.fl.us/structures/Manuals/LRFDSDGAug2002.pdf〉.

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