Demonstration of Use of High-Performance Lightweight Concrete in Bridge Superstructure in Virginia-Reference-Cited by-同舟云学术

Demonstration of Use of High-Performance Lightweight Concrete in Bridge Superstructure in Virginia

Published:2005-05 Issue:2 Volume:19 Page:146-154
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Waldron Christopher J.¹²³⁴,Cousins Thomas E.¹²³⁴,Nassar Adil J.¹²³⁴,Gomez Jose P.¹²³⁴

Affiliation:

1. Graduate Student, Via Fellow, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., 102B Patton Hall, Blacksburg, VA 24061-0105.

3. Former Graduate Student, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061.

4. Associate Director for Structures, Pavements, and Asset Management, Virginia Transportation Research Council, 530 Edgemont Rd., Charlottesville, VA 22903.

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%290887-3828%282005%2919%3A2%28146%29

Reference8 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1996). Standard specification for highway bridges 16th Ed. AASTHO Washington D.C.

2. American Association of State Highway and Transportation Officials (AASHTO). (1998). LRFD specification for highway bridges 2nd Ed. AASTHO Washington D.C.

3. Kolzos R. (2000). “Transfer and development length of fully bonded 1∕2-inch prestressing strand in standard AASHTO Type I pretensioned high performance lightweight concrete (HPLC) beams.” Master's Thesis Univ. of Texas at Austin Austin Tex.

4. Nassar A. (2002). “Investigation of transfer length development length flexural strength and prestress loss trend in fully bonded high strength lightweight prestressed girders.” Master’s thesis Dept. of Civil and Environmental Engineering Virginia Polytechnic Institute and State Univ. Blacksburg Va.

5. Ozyildirim C. and Gomez J. (1999). “High-performance concrete in a bridge in Richlands Virginia.” Virginia Transportation Research Council Report No FHWA/VTRC00-R6 Virginia Transportation Research Council Charlottesville Va.

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