Experimental Investigation of Bending Fatigue Response of Grouted Stay Cables-Reference-Cited by-同舟云学术

Experimental Investigation of Bending Fatigue Response of Grouted Stay Cables

Published:2010-03 Issue:2 Volume:15 Page:123-130
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wood Sharon L.¹²,Frank Karl H.¹²

Affiliation:

1. Robert L. Parker, Sr. Centennial Professor of Engineering, Ferguson Structural Engineering Laboratory, Univ. of Texas, 10100 Burnet Rd., Building 177, Austin, TX 78758 (corresponding author).

2. Warren S. Bellows Centennial Professor of Civil Engineering, Ferguson Structural Engineering Laboratory, Univ. of Texas, 10100 Burnet Rd., Building 177, Austin, TX 78758.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000045

Reference14 articles.

1. ASTM. (2006). “Standard specification for steel strand uncoated seven-wire for prestressed concrete.” ASTM A416/A416M West Conshohocken Pa. 5.

2. Frank K. H. (1990). “Fatigue test of second 55-strand stay cable specimen for the Baytown Bridge.” Phil M. Ferguson Structural Engineering Research Rep. Univ. of Texas at Austin Austin Tex.

3. Frank K. H. and Burkett W. R. (1989). “Fatigue and static tests of 55-strand stay cable specimen for the Baytown Bridge.” Phil M. Ferguson Structural Engineering Research Rep. Univ. of Texas at Austin Austin Tex.

4. Frank K. H. Moore J. A. and Burkett W. R. (1989). “Fatigue and static tests of 43-strand stay cable specimen for the Baytown Bridge Phil M. Ferguson Structural Engineering Research Rep. Univ. of Texas at Austin Austin Tex.

5. Bridge Stay Cable Corrosion Protection. II: Accelerated Corrosion Tests

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