题名: | Exact Sensitivity of Nonlinear Dynamic Response with Modal and Rayleigh Damping Formulated with the Tangent Stiffness |
正文语种: | eng |
作者: | Terje Haukaas |
作者单位: | Univ. of British Columbia |
摘要: | Abstract Derivatives of nonlinear dynamic response are calculated in an exact and efficient manner with respect to material, geometry, mass, and damping parameters. Developments are presented for the Rayleigh and modal damping options that use the updated |
出版年: | 2024 |
期刊名称: | Journal of structural engineering |
卷: | 150 |
期: | 3 |
页码: | 1.1-1.13 |