Methods of non-linear stochastic dynamics for the assessment of structural fragility
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[1] Jann N. Yang,et al. Distribution of Maximum and Statistical Response System , 1981 .
[2] T. T. Baber,et al. Stochastic response of multistorey yielding frames , 1982 .
[3] C. S. Lu. Solution of the matrix equation AX+XB = C , 1971 .
[4] T. Caughey. Nonlinear Theory of Random Vibrations , 1971 .
[5] Yu-Kweng Michael Lin. Probabilistic Theory of Structural Dynamics , 1976 .
[6] Richard H. Bartels,et al. Algorithm 432 [C2]: Solution of the matrix equation AX + XB = C [F4] , 1972, Commun. ACM.
[7] Y. K. Wen,et al. Stochastic Seismic Performance Evaluation of Buildings , 1983 .
[8] Y. Wen. Equivalent Linearization for Hysteretic Systems Under Random Excitation , 1980 .
[9] Hooshang Banon,et al. Prediction of seismic damage in reinforced concrete frames , 1980 .
[10] A. B. Mason,et al. Equivalent linearization for systems subjected to non-stationary random excitation , 1980 .
[11] Jose Antunes Pires. Stochastic Analysis of Seismic Safety Against Liquefaction , 1983 .
[12] S. H. Crandall. Perturbation Techniques for Random Vibration of Nonlinear Systems , 1963 .