Simplified seismic design approach for steel portal frame piers with hysteretic dampers.
A simplified seismic design procedure for steel portal frame piers installed with hysteretic dampers is proposed, which falls into the scope of performance-based design philosophy. The fundamental goal of this approach is to design a suite of hysteretic damping devices for existing and new bridge pi...
| Published in: | Earthquake engineering & structural dynamics. 36, 4 (2007). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |