Issue 29

W. Guodong, Frattura ed Integrità Strutturale, 29 (2014) 376-384; DOI: 10.3221/IGF-ESIS.29.33 384 R EFERENCES [1] Lin, J., Zhang, Y., Pseudo-excitation method of random vibration. Beijing: science press, (2004). [2] Zhang, J., Consider large-span spatial structure seismic analysis and design method of seismic spatial effect. Tianjin: Tianjin University, (2008). [3] Jiang, Y., The multi-point input earthquake response calculation of large-span structure and seismic design method research. Beijing: Tsinghua University, (2010). [4] Bardi, M., Raghavan, T. E. S., Parthasarathy, T., Stochastic and Differential Games: Theory and Numerical Methods. Berlin: Birkhauser, (1999) 69−177. [5] Huang, J. H., Li, X,. Wang, G. C., Near-optimal control problems for linear forward-backward stochastic systems, Automatica, 46(2) (2010) 397−404. [6] Cheng. D. Z., Hu, X. M., Shen, T. L., Analysis and Design of Nonlinear Control Systems. Beijing: Science Press, (2010) 1−20. [7] Huber, M. F., Adaptive Gaussian mixture filter based on statistical linearization, In: Proceedings of the 14 th International Conference on Information Fusion (FUSION), Chicago, IL: IEEE, (2011) 1−8. [8] Chemyshov, K. R., Statistical linearization based on the maximal correlation, In: Siberian Conference on Control and Communications (SIBCON). Moscow, Russia: IEEE, (2007) 29−36, [9] Ernesto, H. Z., Vanmarcke, E. H., Seismic random-vibration analysis of multisupport-structural systems, Journal of Engineering Mechanics, 120(5) (1994) 1107 － 1128. [10] Shi, Y., Jiang, Y., Wang, Y., The application and improvement of direct solving method in earthquake response calculation for structural multi-point input, Engineering mechanics, 28(1) (2011) 75 － 81.