[1] Engineering Services Department,Imperial Chemical House,The effect of geometric imperfections on collapse of cooling tower,England Structure Engineer,1(1976).
[2] Croll J.G.A.and K.O.Kemp,Specifying tolerance limits for meridional imperfections in Cooling Tower ACT Journal,January(1979) 139-159.
[3] Kato,Shiro and Yoshitsura Yokoo,Effect of geometric imperfections on stress distributions in cooling tower,Eng.Struct.,2,July(1980),150-156.
[4] Croll,J.G.A.,F.Kaleli and K.O.Kemp,A simplified approach to the analysis of geometrically imperfect cooling tower shell,Eng.Struct.,1,January(1977),(92-98).
[5] AL-Dabbagl,Adam and Ajaya K.Gupta,Meridional imperfection in cooling tower design Journal of the Structural Division ASCE.,105,ST6,Proc.pp.14636,June(1979),1089-1102.
[6] Loo Wen-da,The effect of axisymmetric geometric imperfection on dynamic response to turbulent wind in cooling tower,Journal of Shanghai University of Technology 3(1984).(in Chinese).
[7] Loo Wen-da and Gao Shi-qiao,The effect of geometric imperfections of rotational shell on its natural frequencies,No.177,Proc.of 2nd Computational Mechanics Conference of China(1986),(in Chinese).
[8] Peking University,Analysis of Stress of Rotational Shell,published by Publishing House of Water Conservancy and Electric Power.(in Chinese).
[9] Stetson,K.A.Perturbation method of structural design relevant to holographic vibration analysis,AIAA J.,13,4(1975). |