A unified formulation of the piecewise exact method for inelastic seismic demand analysis including the P-delta effect.
The non linear analysis of single degree of freedom (SDOF) systems provides the essential background information for both strength based design and displacement based evaluation/design methodologies through the development of the inelastic response spectra. The recursive solution procedure called th...
| 发表在: | Earthquake engineering & structural dynamics. 32, 6 (2003). |
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| 格式: | 文件 |
| 语言: | English |
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