Efficient sensitivity analysis based on finite element model reduction
暂无分享,去创建一个
[1] Jer-Nan Juang,et al. Eigenvalue and eigenvector derivatives of a nondefective matrix , 1989 .
[2] I. U. Ojalvo,et al. Efficient eigenvector sensitivities by a new procedure based on Lanczos vectors , 1996 .
[3] R. Craig,et al. Some applicatiaons of Lanczos vectors in structural dynamics , 1988 .
[4] Jinsiang Shaw,et al. Modal sensitivities for repeated eigenvalues and eigenvalue derivatives , 1992 .
[5] R. Fox,et al. Rates of change of eigenvalues and eigenvectors. , 1968 .
[6] A. P,et al. Mechanical Vibrations , 1948, Nature.
[7] B. Wang,et al. Improved Approximate Methods for Computing Eigenvector Derivatives in Structural Dynamics , 1991 .
[8] R. Craig. A review of time-domain and frequency-domain component mode synthesis method , 1985 .
[9] M. Géradin,et al. Mechanical Vibrations: Theory and Application to Structural Dynamics , 1994 .
[10] F. Wei,et al. Computation of eigenvector derivatives with repeated eigenvalues using a complete modal space , 1995 .
[11] B. Wang,et al. An improved approximate method for computing eigenvector derivatives , 1993 .
[12] R. Guyan. Reduction of stiffness and mass matrices , 1965 .
[13] Etienne Balmes,et al. PARAMETRIC FAMILIES OF REDUCED FINITE ELEMENT MODELS. THEORY AND APPLICATIONS , 1996 .