Effect of Bearing Pads on Precast Prestressed Concrete Bridges-Reference-Cited by-同舟云学术

Effect of Bearing Pads on Precast Prestressed Concrete Bridges

Published:2000-08 Issue:3 Volume:5 Page:224-232
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Yazdani Nur¹²³⁴⁵,Eddy Scott¹²³⁴⁵,Cai Chun S.¹²³⁴⁵

Affiliation:

1. P.E., Fellow, ASCE

2. Member, ASCE

3. P.E.

4. Prof. of Civ. Engrg., Florida A. & M. Univ.—Florida State Univ. College of Engrg., 2525 Pottsdamer St., Tallahassee, FL 32310.

5. Proj. Engr., The Coloney Company Consulting Engineers, Inc., 1014 N. Adams St., Tallahassee, FL 32303.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282000%295%3A3%28224%29

Reference17 articles.

1. AASHTO. ( 1996a). . AASHTO LRFD bridge design specifications Washington D.C.

2. AASHTO. ( 1996b). . Standard specifications for highway bridges 16th Ed. Washington D.C.

3. ANSYS structural nonlinearities: User's guide for revision 5.1 . (1995). Vol. I and II SAS IP.

4. Bakht B. (1988a). . “Observed behaviour of a new medium span slab-on-beam bridge.” Struct. Res. Rep. SRR-88-01 Ministry of Transportation Ontario Canada.

5. Bakht B. (1988b). . “Testing of an old short span slab-on-beam bridge.” Struct. Res. Rep. SRR-88-02 Ministry of Transportation Ontario Canada.

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