Evaluation of a bridge deck with CFRP prestressed panels under fatigue load cycles
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Shing, P. B., Borlin, K. A., & Marzahn, G. (2003). Evaluation of a bridge deck with CFRP prestressed panels under fatigue load cycles . Colorado Department of Transportation, Research Branch.
Chicago / Turabian - Author Date Citation, 17th Edition (style guide)Shing, Pui-shum B, Kerri Anne. Borlin and Gero Marzahn. 2003. Evaluation of a Bridge Deck With CFRP Prestressed Panels Under Fatigue Load Cycles. Colorado Department of Transportation, Research Branch.
Chicago / Turabian - Humanities (Notes and Bibliography) Citation, 17th Edition (style guide)Shing, Pui-shum B, Kerri Anne. Borlin and Gero Marzahn. Evaluation of a Bridge Deck With CFRP Prestressed Panels Under Fatigue Load Cycles Colorado Department of Transportation, Research Branch, 2003.
MLA Citation, 9th Edition (style guide)Shing, Pui-shum B., Kerri Anne Borlin, and Gero Marzahn. Evaluation of a Bridge Deck With CFRP Prestressed Panels Under Fatigue Load Cycles Colorado Department of Transportation, Research Branch, 2003.
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Grouping Information
Grouped Work ID | cdffe289-49ed-9684-86de-c96ca9fae116-eng |
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Full title | evaluation of a bridge deck with cfrp prestressed panels under fatigue load cycles |
Author | shing pui shum b |
Grouping Category | book |
Last Update | 2022-06-13 10:33:16AM |
Last Indexed | 2024-04-27 03:38:44AM |
Book Cover Information
Image Source | default |
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First Loaded | Jul 12, 2022 |
Last Used | Mar 11, 2024 |
Marc Record
First Detected | Apr 27, 2006 12:00:00 AM |
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Last File Modification Time | Aug 19, 2021 04:27:26 PM |
MARC Record
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100 | 1 | |a Shing, Pui-shum B. | |
245 | 1 | 0 | |a Evaluation of a bridge deck with CFRP prestressed panels under fatigue load cycles|h [electronic resource] /|c by P. Benson Shing, Kerri Anne Borlin, Gero Mazahn. |
264 | 1 | |a Denver, Colo. :|b Colorado Department of Transportation, Research Branch,|c 2003. | |
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520 | |a This study evaluates the strength and long-term performance of CFRP prestressed panels in a bridge deck, compares the behavior of bridge decks designed with the empirical and conventional methods of AASHTO, and a new limit-state design, and examines the influence of lap splices between precast panels on deck cracking. | ||
530 | |a Also available in print version. | ||
650 | 0 | |a Glass-reinforced plastics|x Evaluation. | |
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710 | 1 | |a Colorado.|b Department of Transportation.|b Research Branch. | |
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