Evaluating performance of post-tensioned steel connections with strands and reduced flange plates.
The seismic performance of post-tensioned steel connections for moment-resisting frames was examined experimentally and analytically. Cyclic tests were conducted on three full-scale subassemblies, which had two steel beams post-tensioned to a concrete-filled tube (CFT) column with high-strength stra...
| Julkaisussa: | Earthquake engineering & structural dynamics. 35, 9 (2006). |
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| Päätekijä: | |
| Aineistotyyppi: | Artikkeli |
| Kieli: | English |
| Aiheet: |