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原文传递 Exact Sensitivity of Nonlinear Dynamic Response with Modal and Rayleigh Damping Formulated with the Tangent Stiffness
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
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