Investigation of seismic performance and design of typical curved and skewed bridges in Colorado
(eBook)
Author
Contributors
Published
Denver, Colo. : Colorado Department of Transportation, Applied Research and Innovation Branch, 2018.
Physical Desc
1 online resource (184 pages) : illustrations
Status
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More Details
Format
eBook
Language
English
Notes
General Note
"January 2018."
Bibliography
Includes bibliographical references (pages 84-88)
Description
This report summarizes the analytical studies on the seismic performance of typical Colorado concrete bridges, particularly those with curved and skewed configurations. A set of bridge models with different geometric configurations derived from. a prototype bridge selected in Denver area were studied. Some discussions about the connection modeling are carried out in terms of the interior bent support. For the displacement-based and force-based designs, due to the lack of design details that without detailed analyses of all possible detailing options. Therefore, some general observations of these two design concepts are ummarized in the end of the report. In the appendices, the design examples of 2-span and 3-span bridges are listed to help the engineers to conduct bridge seismic analysis in Colorado.
Funding Information
Report No.,CDOT-2018-08
Citations
APA Citation, 7th Edition (style guide)
Chen, S., Mahmoud, H., Wilson, T., Johnson, R., & Houuthors, G. (2018). Investigation of seismic performance and design of typical curved and skewed bridges in Colorado . Colorado Department of Transportation, Applied Research and Innovation Branch.
Chicago / Turabian - Author Date Citation, 17th Edition (style guide)Suren Chen et al.. 2018. Investigation of Seismic Performance and Design of Typical Curved and Skewed Bridges in Colorado. Colorado Department of Transportation, Applied Research and Innovation Branch.
Chicago / Turabian - Humanities (Notes and Bibliography) Citation, 17th Edition (style guide)Suren Chen et al.. Investigation of Seismic Performance and Design of Typical Curved and Skewed Bridges in Colorado Colorado Department of Transportation, Applied Research and Innovation Branch, 2018.
MLA Citation, 9th Edition (style guide)Chen, Suren, et al. Investigation of Seismic Performance and Design of Typical Curved and Skewed Bridges in Colorado Colorado Department of Transportation, Applied Research and Innovation Branch, 2018.
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
6964c679-1edb-283a-e5e7-3e4d567228db-eng
Grouping Information
| Grouped Work ID | 6964c679-1edb-283a-e5e7-3e4d567228db-eng |
|---|---|
| Full title | investigation of seismic performance and design of typical curved and skewed bridges in colorado |
| Author | chen suren |
| Grouping Category | book |
| Last Update | 2022-06-13 10:33:16AM |
| Last Indexed | 2024-05-18 01:38:38AM |
Book Cover Information
| Image Source | default |
|---|---|
| First Loaded | Aug 13, 2022 |
| Last Used | May 16, 2024 |
Marc Record
| First Detected | Aug 08, 2019 12:00:00 AM |
|---|---|
| Last File Modification Time | Jul 31, 2021 04:37:29 AM |
MARC Record
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| 264 | 1 | |a Denver, Colo. :|b Colorado Department of Transportation, Applied Research and Innovation Branch,|c 2018. | |
| 300 | |a 1 online resource (184 pages) :|b illustrations | ||
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| 504 | |a Includes bibliographical references (pages 84-88) | ||
| 520 | |a This report summarizes the analytical studies on the seismic performance of typical Colorado concrete bridges, particularly those with curved and skewed configurations. A set of bridge models with different geometric configurations derived from. a prototype bridge selected in Denver area were studied. Some discussions about the connection modeling are carried out in terms of the interior bent support. For the displacement-based and force-based designs, due to the lack of design details that without detailed analyses of all possible detailing options. Therefore, some general observations of these two design concepts are ummarized in the end of the report. In the appendices, the design examples of 2-span and 3-span bridges are listed to help the engineers to conduct bridge seismic analysis in Colorado. | ||
| 536 | |a Report No.|f CDOT-2018-08 | ||
| 588 | 0 | |a Online resource; title from PDF cover (viewed August 2019) | |
| 650 | 0 | |a Bridges|x Earthquake effects|z Colorado. | |
| 650 | 0 | |a Earthquake hazard analysis|z Colorado. | |
| 650 | 0 | |a Bridges|z Colorado|x Design and construction. | |
| 700 | 1 | |a Mahmoud, Hussam. | |
| 700 | 1 | |a Wilson, Thomas. | |
| 700 | 1 | |a Johnson, Robert. | |
| 700 | 1 | |a Houuthors, Guangyang. | |
| 710 | 1 | |a Colorado.|b Department of Transportation.|b Applied Research and Innovation Branch. | |
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