摘要
Concrete is considered as an elastic body when subjected to compressive stress but as a brittle body when subjected to tensile stress. That is, after the elastic extremum it cannot continue to bear the stress. Based on this cracked physical model, for stochastic external wind loads, nonlinear stochastic constitutive equations have been established. To solve equations of nonlinear stochastic vibration, an iterative statistic linearization method (ISLM) has been developed. Some statistic characteristics were found out.
源语言 | 英语 |
---|---|
页(从-至) | 19-25 |
页数 | 7 |
期刊 | Journal of Beijing Institute of Technology (English Edition) |
卷 | 3 |
期 | 1 |
出版状态 | 已出版 - 1月 1994 |
指纹
探究 'Stochastic responses of a shell of rotational symmetry having physically nonlinear behavior' 的科研主题。它们共同构成独一无二的指纹。引用此
Gao, S., & Niemann, H. J. (1994). Stochastic responses of a shell of rotational symmetry having physically nonlinear behavior. Journal of Beijing Institute of Technology (English Edition), 3(1), 19-25.