摘要
The response analysis of tall buildings under earthquake action is a difficult task in civil engineering design. With the symplectic precise integration method, which has advantages of high precision of the precise integration method and excellent long-time numerical stability of the symplectic method, the seismic response analysis of a tall building was performed and the elastic / elasto-plastic time-history results of the structure were obtained. Comparison of the numerical results between the symplectic precise integration method and the EPDA software shows the feasibility and the effectiveness of the symplectic precise integration method for seismic response analysis of tall buildings.
| 源语言 | 英语 |
|---|---|
| 页（从-至） | 442-451 |
| 页数 | 10 |
| 期刊 | Applied Mathematics and Mechanics |
| 卷 | 39 |
| 期 | 4 |
| DOI | |
| 出版状态 | 已出版 - 15 4月 2018 |