| [1] Li Long-yuan and Lu Wen-da, Analyses of free vibration and response to turbulent wind of hyperbolic cooling towers by ring-stiffeners, IASS,Japan,9(1986).
[2] Li Long-yuan and Lu Wen-da, Computer and analyses of dynamic response of hyperbolic cooling tower with ring-stiffeners, J. of Vibration & impact.(to be published)(in Chinese).
[3] Li Long-yuan and Lu Wen-da, Free vibration analyses of axisymmetric shells with local nonaxisymmetric imperfections-perturbation finite element solution, IACM, USA(1986,9).
[4] Lu Wen-da and Li Long-yuan, Dynamic analyses of unhomogeneous elastic hyperbolic cooling tower, ICCM, China(1986,8).
[5] Lu Wen-da, The finiteelement solution and model tests of free vibration ofhyperbolic cooling towers, Natural Draught Cooling Towers,IASS-RUB, Germany(1984).
[6] Li Long-yuan, A perturbation solution of free vibration of cylindrical shells with ring-stiffeners, J.of Appl. Math. & Mech.,8,3(1987).
[7] Jacobi, C.G.J., Crelle’s Journal fur die Reine und Angewandte Mathematik, bd 30,s51.(1946).
[8] Hu Hai-chang, The Vibration of More Free Degree Structures. Bejing University(1984).
[9] Chang wen and Hou Zhi-kuen, A new method for solving the large type general eigenvalue problem, Proc. of the First Computational Mechanics Conference, China(1980).(in Chinese).
[10] Lu Wen-da, Wind loading of hyperbolic cooling towers without meridionalribs,IASS-RUB,Germany(1984).
[11] Lu Wen-da, Response of the hyperbolic cooling tower to turbulent wind, J. of Electrical Engineering, CSEE,1(1982).
[12] Pinazzi, F., The effect of structure variations on the dynamic behaviour of a system, Comput.& Struct.,4(1985).
[13] Eckstein, U.,Improvement of the structural behaviour of cooling towers by ring-stiffeners,IASS-RUB, Germany(1984). |
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