Extended MSRS rule for seismic analysis of bridges subjected to differential support motions.
This paper introduces a generalized formulation of the multiple support response spectrum (MSRS) method and extends it by accounting for the quasi-static contributions of truncated modes. The generalized formulation allows consideration of response quantities that involve support degrees of freedom...
| Julkaisussa: | Earthquake engineering & structural dynamics. 40, 12 (2011). |
|---|---|
| Päätekijä: | |
| Aineistotyyppi: | Artikkeli |
| Kieli: | English |
| Aiheet: |