Large-scale seismic tests of tall concrete bridge columns with precast segmental construction.
Past experimental studies have shown that existing precast segmental concrete bridge columns possess unsatisfactory hysteretic energy dissipation capacity, which is an undesirable feature for applications in seismic regions. In this research, we propose new methods of precast segment construction fo...
| Veröffentlicht in: | Earthquake engineering & structural dynamics. 37, 12 (2008). |
|---|---|
| 1. Verfasser: | |
| Format: | Artikel |
| Sprache: | English |
| Schlagworte: |