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Behavior of Reinforced Concrete Pinned Bridge Piers

Behavior of Reinforced Concrete Pinned Bridge Piers
钢筋混凝土钉扎桥墩的性能
批准号：
8700622
负责人：
Mehdi Saiidi
金额：
$12.93万
依托单位：
Board of Regents, NSHE, obo University of Nevada, Reno
依托单位国家：
美国
项目类别：
Continuing Grant
财政年份：
1987
资助国家：
美国
项目状态：
已结题
起止时间：
1987-06-15 至 1993-05-31
来源：
https://www.nsf.gov/awardsearch/showAward?AWD_ID=8700622&HistoricalAwards=false
关键词：
BehaviorReinforcedConcretePinnedBridge

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中文摘要
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英文摘要
The correction of reinforced concrete bridge columns to the bases transfer the bending action to the bases and into the ground, and pilot studies have indicated that these corrections may be unconservative for bending in one direction. This project will investigate larger scale models to determine the strength of the column base correction and model the action for future design considerations.
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PFI: Sustainable Highway Bridges with Novel Materials and Deconstructible Components
SGER: Joint US-Slovenia Study of Simple Modeling of Bridge Seismic Response
FHWA/NSF Workshop: Future Directions for Long-Term Bridge Performance Monitoring, Assessment, and Management; held Las Vegas, Nevada, 2007.
NEESR-SG; Seismic Performance of Bridge Systems with Conventional and Innovative Materials
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