Fiber-Reinforced Polymer Decks for Movable Bridges-Reference-Cited by-同舟云学术

Fiber-Reinforced Polymer Decks for Movable Bridges

Published:2010-11 Issue:4 Volume:20 Page:418-422
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Bottenberg Raymond D.¹

Affiliation:

1. Oregon Department of Transportation, Bridge Preservation Engineering, Oregon, USA. Contact:

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686610793557816

Reference5 articles.

1. Surface Preparation Standard No. 11, Power Tool Cleaning to Bare Metal. SSPC: The Society for Protective Coatings. Pittsburgh, PA, September 1, 2000 and November 1, 2004 revisions.

2. Nelson J. Asphalt Crashes Down From Bridge. The Oregonian. Portland, Oregon, June 27, 2001.

3. Lovejoy SC, Nelson SD, Patterson BM. Causes and Solutions to the Failure of the Wear Surface on the Lewis and Clark River Bridge. Unpublished report. Oregon Department of Transportation, November 21, 2001.

4. Lovejoy SC. Summary of Cracking in the Wearing Surface of the FRP Decks on Bridges 0711 (Lewis and Clark River) and 0330 (Old Young’s Bay). Unpublished report. Oregon Department of Transportation, October 20, 2004.

5. Barquist G, Lovejoy SC, Nelson SD, Soltesz S. Evaluation of Wearing Surface Materials for FRP Bridge Decks. Oregon Department of Transportation and Federal Highway Administration, July, 2005.

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2. Review of FRP decks: structural and in-service performance;Proceedings of the Institution of Civil Engineers - Bridge Engineering;2015-12

3. Efficient lightweight design of FRP bridge deck;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2015-10

4. Efficient lightweight design of FRP bridge deck;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2015-10

5. Optimisation of Fibre-Reinforced Polymer Web Core Bridge Deck—A Hybrid Approach;Structural Engineering International;2015-05