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| 有限ストリップ法× | 増分動解析× | |
|---|---|---|
| 分野 | 土木工学 | 土木工学 |
| 系統 | Process / pipeline | Process / pipeline |
| 提唱年≠ | 1976 | 2002 |
| 提唱者≠ | Y. K. Cheung | Dimitrios Vamvatsikos and C. Allin Cornell |
| 種類≠ | Reduced-dimension numerical method for prismatic structures | Intensity-based dynamic analysis for fragility assessment |
| 原典≠ | Cheung, Y. K. (1976). Finite Strip Method in Structural Analysis. Pergamon Press. ISBN: 0-08-020191-5 | Vamvatsikos, D., & Cornell, C. A. (2002). Incremental dynamic analysis of seismic performance of structures. Earthquake Engineering & Structural Dynamics, 31(3), 491-514. DOI ↗ |
| 別名 | FSM, Strip method, Semi-analytical finite element | IDA, Intensity-based analysis, Fragility curve development |
| 関連 | 3 | 3 |
| 概要≠ | The finite strip method (FSM) is a semi-analytical numerical approach for analyzing prismatic or cylindrical structures by dividing them into strips in one direction and using analytical or exact solutions in the perpendicular direction. Developed by Cheung in 1976, FSM reduces computational cost and often provides superior accuracy for structures with regular geometry along one axis. | Incremental dynamic analysis (IDA) is a method that runs time-history analyses on a structure with a single ground motion record, progressively increasing the intensity until the structure reaches a specified performance level or collapses. Introduced by Vamvatsikos and Cornell in 2002, this approach efficiently generates fragility curves relating earthquake intensity to structural damage and collapse probability. |
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