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...
| Gepubliceerd in: | Earthquake engineering & structural dynamics. 38, 3 (2009). |
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| Formaat: | Artikel |
| Taal: | English |
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