[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.,L.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] |
卢文改等,轴对称几何缺陷对双曲冷却塔壳沐阵风响应的影响,上海工业大学学报,3(1984),15-28.
|
[7] |
卢文达、高世桥,旋转壳局那几阿决陷对其自然频率的影响,1986年全国第二届计算力学议论文,第177号,上海.
|
[8] |
北京大学,《旋转壳的应力分析》,水利电力出版汁出版.
|
[9] |
Stetson,K.A.Perturbation method of structural design relevant to holographic vibration analysis,AIAA J.,13,4(1975).
|