Citation: | Zhang Min. RANDOM ANALYSIS OF PULSATING WIND VIBRATION RESPONSE OF MULTIFUNCTIONAL VIBRATION-ABSORPTION MEGAFRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 40-45. doi: 10.13204/j.gyjz200706011 |
欧进萍,王光远.结构随机振动.北京:高等教育出版社,1998:273-356
|
[2] 瞿伟廉,陶牟华,CHANG C C.五种被动动力减振器对高层建筑脉动风振反应控制的实用设计方法.建筑结构学报,2001(4):23-31
|
[3] 徐赵东,赵鸿铁,周云.粘弹性阻尼器的等效标准固体模型.建筑结构,2001(3):13-16
|
[4] 瞿伟廉,陶牟华,CHANG C C.五种被动动力减振器对高层建筑脉动风振反应控制的实用设计方法,建筑结构学报,2001(2):18-22
|
[5] 瞿伟廉,毛增达,张学俭,等.设置粘弹性阻尼器钢结构高层建筑抗震抗风设计的实用方法.建筑结构学报,1998(3):21-24
|
[6] 李春祥,王肇民.结构TMD风振控制最优参数设计方法.特种结构,1999(2):27-31
|
[7] 张敏,巨型框架多功能减振结构风振控制研究:[博士学位论文].南京:东南大学,2003
|
[8] Chang K C,Soong T T,Lai M L.Seismic Behavior of Steel Frame with Added Viscoelastic Dampers,J.of Struct.Engrg.,ASCE,1995,121(10):33-38
|
[9] Fahim Sadek,Bijan Mohraz.Vibration Control of Tall Buildings UsingMega Subconfigration,J.Eng.Mech.ASCE,1997,123:25-29
|
[10] Naoki Ntwa,Takuji Kobori,et al.Passive Seismic Response Controlled High-rise Building with High Damping Device,Earthquake Engineering and Structural Dynamics,1995,24:18-22
|