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Advanced Materials for Construction of Bridges, Buildings, and Other Structures III
September 7-12, 2003 - Davos, Switzerland
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Vasant Mistry, P.E., Office of Bridge Technology, Federal Highway Administration, USA
Dr. Atorod Azizinamini, Ph.D., P.E., Civil Engineering Department, University of Nebraska, USA
John M. Hooks, P.E., Office of Infrastructure Research & Development, Federal Highway Administration, USA
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The articles for these proceedings are not peer-reviewed.
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Seismic Performance of Precast Column-Foundation Connection Assembled by Post-Tensioning
Minehiro Nishiyama, Kyoto University
Fumio Watanabe, Kyoto University
ABSTRACT:
In order to develop design recommendations for column-foundation connection assembled by post-tensioning in seismic regions, cyclic loading tests were carried out on 14 test units simulating such kind of connections under earthquake loading. The tests were consisted of two series: Series A was mainly for comparison between precast reinforced and precast prestressed concrete column-foundation connections, and Series B for investigating differences between test units with grouted and ungrouted tendons. The main experimental parameter other than the above was an axial load level.
Minehiro Nishiyama and Fumio Watanabe, "Seismic Performance of Precast Column-Foundation Connection Assembled by Post-Tensioning" in "Advanced Materials for Construction of Bridges, Buildings, and Other Structures III", Vasant Mistry, P.E., Office of Bridge Technology, Federal Highway Administration, USA
Dr. Atorod Azizinamini, Ph.D., P.E., Civil Engineering Department, University of Nebraska, USA
John M. Hooks, P.E., Office of Infrastructure Research & Development, Federal Highway Administration, USA
Eds, ECI
Symposium Series, Volume P5 (2003). http://services.bepress.com/eci/advanced_materials/5
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