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...
| 出版年: | Earthquake engineering & structural dynamics. 38, 3 (2009). |
|---|---|
| 第一著者: | |
| フォーマット: | 論文 |
| 言語: | English |
| 主題: |