Field Verification of Simplified Analysis Procedures for Segmental Concrete Bridges-Reference-Cited by-同舟云学术

Field Verification of Simplified Analysis Procedures for Segmental Concrete Bridges

Published:2015-01 Issue:1 Volume:141 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Maguire Marc¹,Moen Cristopher D.²,Roberts-Wollmann Carin³,Cousins Tommy³

Affiliation:

1. Assistant Professor, 4110 Old Main Hill, Utah State Univ., Logan, UT 84322 (corresponding author).

2. Assistant Professor, 102-C Patton Hall, Virginia Tech, Blacksburg, VA 24061.

3. Professor, Patton Hall, Virginia Tech, Blacksburg, VA 24061.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001111

Reference25 articles.

1. Elasticity modulus, shrinkage, and creep of high-strength concrete as adopted by AASHTO

2. Chung W. S. (2003). “A cracked concrete material model for the non-linear finite element analysis of slab-on-girder bridges.” Doctoral dissertation Perdue Univ. West Lafayette IN.

3. Collins W. N. (2010). “Live load testing and analysis of the southbound span of U.S. Route 15 over Interstate-66.” Master’s thesis Virginia Tech Blacksburg VA.

4. Davis R. T. Thompson M. K. Wood B. A. Breen J. E. and Kreger M. E. (1999). “Measurement-based performance evaluation of a segmental concrete bridge.” Research Rep. No. 1404-3F Texas Dept. of Transportation Austin TX.

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