NEES Collaborative Research: Behavior of Spirally Reinforced Concrete Columns under Load Reversals
This project is part of a collaborative study of Soil-Foundation-Structure-Interaction (SFSI). To study the prototype structure, a series of four physical models were tested in the overall project. These models were tested using one of the following test types: centrifuge testing,field tests, shaking table tests, and laboratory tests. Large-scale individual columns and bridge bents have been built and tested at Purdue to evaluate strength degradation in flexure and shear under cyclic loads.
- https://engineering.purdue.edu/Bowen/Projects/All/nees-collaborative-research-behavior-of-spirally-reinforced-concrete-columns-under-load-reversals
- NEES Collaborative Research: Behavior of Spirally Reinforced Concrete Columns under Load Reversals
- 2018-03-05T15:45:10.034361-04:56
- 2018-03-05T15:45:10.034361-04:56
- This project is part of a collaborative study of Soil-Foundation-Structure-Interaction (SFSI). To study the prototype structure, a series of four physical models were tested in the overall project. These models were tested using one of the following test types: centrifuge testing,field tests, shaking table tests, and laboratory tests. Large-scale individual columns and bridge bents have been built and tested at Purdue to evaluate strength degradation in flexure and shear under cyclic loads.
| Event Date: | March 05, 2018 |
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| Time: | 3:45-3:45pm |
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| Priority: | Yes or No |
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| College Calendar: | [] |
| What: | Bowen - Concrete Bowen - Earthquake Engineering |
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This project is part of a collaborative study of Soil-Foundation-Structure-Interaction (SFSI). To study the prototype structure, a series of four physical models were tested in the overall project. These models were tested using one of the following test types: centrifuge testing,field tests, shaking table tests, and laboratory tests. Large-scale individual columns and bridge bents have been built and tested at Purdue to evaluate strength degradation in flexure and shear under cyclic loads.
Sponsor: National Science Foundation
Faculty Investigator: Dr. Julio Ramirez
Graduate Student: Akira Makido