Transfer and Development Length of 15-mm Strand in High Performance Concrete Girders-Reference-Cited by-同舟云学术

Transfer and Development Length of 15-mm Strand in High Performance Concrete Girders

Published:2002-07 Issue:7 Volume:128 Page:913-921
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kahn Lawrence F.¹,Dill Jason C.²,Reutlinger Chris G.³

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332.

2. Design Engineer, Uzun and Case Engineers, 1180 West Peachtree Street, Suite 1200, Atlanta, GA 30361.

3. Design Engineer, Walter P. Moore and Assoc., 1201 Peachtree St., Suite 1600, Atlanta, GA 30361.

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%290733-9445%282002%29128%3A7%28913%29

Reference21 articles.

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

2. American Association of State Highway and Transportation Officials (AASHTO). (1998). LRFD Bridge design specifications 2nd Ed. Washington D.C.

3. American Concrete Institute (ACI). (1999). “Building code requirements for structural concrete.” ACI 318-99 and “Commentary ” Detroit.

4. Buckner C. D. (1994). “An analysis of transfer and development lengths for pretensioned concrete structures.” Final Rep. No. FHWA-RD-94-049 Federal Highway Administration Washington D.C.

5. A Review of Strand Development Length for Pretensioned Concrete Members

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