Abstract
A new bridge restrainer system with rubber-rolled pin is proposed for the great earthquake. First, the static and high-speed loading tests are performed for the bridge restrainer system with and without rubber, respectively. Second, it is found that the rubber-rolled pin can absorb the large strain energy by cutting the fiber involved in the rubber and, as such, it has the large ultimate displacement until failure. Therefore, it is confirmed that this new bridge restrainer with rubber-rolled pin will be useful for the great earthquake.
| Original language | English |
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| Title of host publication | Earthquake Resistant Engineering Structures |
| Editors | G.D. Manolis, D.E. Beskos, C.A. Brebbia |
| Publisher | Computational Mechanics Publ |
| Pages | 661-670 |
| Number of pages | 10 |
| Volume | 2 |
| Publication status | Published - 1995 |
| Externally published | Yes |
| Event | Proceedings of the 1996 1st International Conference on Earthquake Resistant Engineering Structures, ERES 96 - Thessaloniki, Greece Duration: Oct 30 1996 → Nov 1 1996 |
Conference
| Conference | Proceedings of the 1996 1st International Conference on Earthquake Resistant Engineering Structures, ERES 96 |
|---|---|
| City | Thessaloniki, Greece |
| Period | 10/30/96 → 11/1/96 |
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Geotechnical Engineering and Engineering Geology