Quasi-static and pseudo-dynamic testing of unbonded post-tensioned rocking bridge piers with external replaceable dissipaters.
It has been well documented that following a major earthquake a substantial percentage of economic loss results from downtime of essential lifelines in and out of major urban centres. This has thus led to an improvement of both performance-based seismic design philosophies and to the development of...
| Wydane w: | Earthquake engineering & structural dynamics. 38, 3 (2009). |
|---|---|
| 1. autor: | |
| Format: | Artykuł |
| Język: | English |
| Hasła przedmiotowe: |