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...
| 出版年: | Earthquake engineering & structural dynamics. 40, 12 (2011). |
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| 第一著者: | |
| フォーマット: | 論文 |
| 言語: | English |
| 主題: |