Frequence domain characteristics of wind loads on typical super-tall buildings

被引:0
作者
Gu, Ming
Ye, Feng
机构
[1] Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
[2] Shanghai MagLucky Engineering Consultation Co. Ltd., Shanghai 201204, China
来源
Jianzhu Jiegou Xuebao/Journal of Building Structures | 2006年 / 27卷 / 01期
关键词
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
页码:30 / 36
相关论文
共 50 条
[32]   Evaluation of wind loads and wind induced responses of a super-tall building by large eddy simulation [J].
Lu, C. L. ;
Huang, S. H. ;
Tuan, Alex Y. ;
Zhi, L. H. ;
Su, Sheng-chung .
WIND AND STRUCTURES, 2016, 23 (04) :313-350
[33]   Interference effects of two and three super-tall buildings under wind action [J].
MingGu State Key Lab for Disaster Reduction in Civil EngineeringTongji University ShanghaiChina ZhuangNingXie Department of Civil EngineeringSouth China University of Technology GuangzhouChina .
Acta Mechanica Sinica, 2011, 27 (05) :687-696
[34]   Vibration control of super tall buildings subjected to wind loads [J].
Int J Non Linear Mech, 4 (657-668)
[35]   Vibration control of super tall buildings subjected to wind loads [J].
Chai, W ;
Feng, MQ .
INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 1997, 32 (04) :657-668
[36]   Spectral characteristics and correlation of dynamic wind forces on a super-tall building [J].
Fu, J. Y. ;
Li, Q. S. ;
Wu, J. R. ;
Ni, Z. H. ;
Xie, Z. N. ;
Gu, M. .
STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2008, 17 (02) :471-489
[37]   CFD simulation of wind loads of kilometer-scale super tall buildings with typical configurations in veering wind field [J].
Feng, Chengdong ;
Gu, Ming .
STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2024, 33 (01)
[38]   WIND LOAD ON THE TAPERED SUPER-TALL BUILDING [J].
Li, Bo ;
Zhang, Jian ;
Yang, Qingshan ;
Zhang, Xingcan .
PROCEEDINGS OF THE THIRTEENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOLS 1 AND II, 2014, :1621-1626
[39]   A Study on the wind load power spectrum function of complex shaped super-tall buildings [J].
State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China .
Tumu Gongcheng Xuebao, 2009, 11 (31-40)
[40]   Wind-induced responses of super-tall buildings with various atypical building shapes [J].
Kim, Y. C. ;
Tamura, Y. ;
Tanaka, H. ;
Ohtake, K. ;
Bandi, E. K. ;
Yoshida, A. .
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2014, 133 :191-199