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...
| Vydáno v: | Earthquake engineering & structural dynamics. 35, 9 (2006). |
|---|---|
| Hlavní autor: | |
| Médium: | Článek |
| Jazyk: | English |
| Témata: |