方法对比
并排查看您选择的方法；存在差异的行会高亮显示。
| 有限元分析× | 静力弹塑性分析× | |
|---|---|---|
| 领域≠ | 材料科学 | 土木工程 |
| 方法族 | Process / pipeline | Process / pipeline |
| 起源年份≠ | 1943 | 1996 |
| 提出者≠ | Richard Courant | Peter Fajfar |
| 类型≠ | Computational method | Nonlinear static method for earthquake engineering |
| 开创性文献≠ | Zienkiewicz, O. C., & Taylor, R. L. (1977). The Finite Element Method in Engineering Science. McGraw-Hill. link ↗ | Ahi, N., Desroches, R., & Jain, A. (1996). Lateral load distribution for equivalent static analysis of buildings. Engineering Journal, 33(2), 45-54. link ↗ |
| 别名 | FEA, finite element method | Static pushover, Nonlinear static analysis |
| 相关 | 4 | 4 |
| 摘要≠ | Finite Element Analysis (FEA) is a numerical technique for obtaining approximate solutions to boundary value problems described by differential equations. Developed systematically by Richard Courant in 1943 and popularized by Clough in the 1960s, FEA divides a complex domain into smaller, simpler elements to solve engineering problems involving stress, strain, heat transfer, and fluid flow. It is the dominant computational method in materials science for predicting material behavior under various loading conditions. | Pushover analysis is a nonlinear static method for assessing seismic structural performance. Introduced by Fajfar in 1996 as part of the N2 method, it progressively increases lateral loads on a structure until it reaches a target displacement, revealing how structures deform and yield under seismic events. |
| ScholarGate数据集 ↗ |
|
|