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...
| 发表在: | Earthquake engineering & structural dynamics. 40, 12 (2011). |
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| 格式: | 文件 |
| 语言: | English |
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