Evaluation of a bridge deck with CFRP prestressed panels under fatigue load cycles
(eBook)
Author
Contributors
Published
Denver, Colo. : Colorado Department of Transportation, Research Branch, 2003.
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Format
eBook
Language
English
Notes
General Note
"Report No. CDOT-DTD-R-2003-11".
Description
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.
Additional Physical Form
Also available in print version.
Citations
APA Citation, 7th Edition (style guide)
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.
Note! Citations contain only title, author, edition, publisher, and year published. Citations should be used as a guideline and should be double checked for accuracy. Citation formats are based on standards as of August 2021.
Staff View
Grouped Work ID
cdffe289-49ed-9684-86de-c96ca9fae116-eng
Grouping Information
| Grouped Work ID | cdffe289-49ed-9684-86de-c96ca9fae116-eng |
|---|---|
| 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 |
|---|---|
| First Loaded | Jul 12, 2022 |
| Last Used | Mar 11, 2024 |
Marc Record
| First Detected | Apr 27, 2006 12:00:00 AM |
|---|---|
| Last File Modification Time | Aug 19, 2021 04:27:26 PM |
MARC Record
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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. | ||
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