Parameters Influencing Performance of Elastomeric Bearings at Low Temperatures-Reference-Cited by-同舟云学术

Parameters Influencing Performance of Elastomeric Bearings at Low Temperatures

Published:2002-08 Issue:8 Volume:128 Page:986-994
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yakut Ahmet¹,Yura Joseph A.²

Affiliation:

1. Asssistant Professor, Dept. of Civil Engineering, Middle East Technical Univ., Ankara 06531, Turkey.

2. Cockrell Family Regents Chair in Engineering, Dept. of Civil Engineering, Univ. of Texas at Austin, Austin, TX 78712.

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%3A8%28986%29

Reference19 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1998a). LRFD bridge design specifications 1st Ed. Washington D.C.

2. American Association of State Highway and Transportation Officials (AASHTO). (1998b). LRFD bridge construction specifications 1st Ed. Washington D.C.

3. British Standards Institution. (1983). “Steel concrete and composite bridges part 9: Bridge bearings ” BS5400 London.

4. British Standards Institution. (1996). “Structural bearings: part 3: Elastomeric bearings.” prEN 1337-3 Draft Document London.

5. Chen R. and Yura J. A. (1995). “Wax build-up on the surfaces of natural rubber bridge bearings.” Rep. No. 1304-4 Center for Transportation Research Univ. of Texas Austin Tex. August 59.

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