Wind tunnel force balance test and wind-induced responses of the Guangzhou New TV Tower structure. II: Analysis of wind-induced responses

Tumu Gongcheng Xuebao/China Civil Engineering Journal

Volumn 42, Issue 7, 2009, Pages 14-20

  Zhou, Xuanyi ^a   Gu, Ming ^a   Zhu, Ledong ^a   Huang, Peng ^a   Pan, Hanming ^b  

^a Tongji University   (China)

^b Guangzhou New TV Tower Construction Co Ltd ^*  (China)

Author keywords

CQC method; Equivalent static wind load; Guangzhou New TV Tower; Wind tunnel force balance test; Wind induced response

Indexed keywords

COMPLETE QUADRATIC COMBINATIONS; CQC METHOD; EQUIVALENT STATIC WIND LOAD; FORCE BALANCES; GUANGZHOU NEW TV TOWER; INTERNAL FORCES; LUMPED MASS; MODAL COUPLING; MULTIPLE-DEGREE-OF-FREEDOM; PEAK VALUES; REFERENCE AXIS; ROTATIONAL MOVEMENT; SECTIONAL MODEL; STATIC WIND LOAD; TOWER STRUCTURES; WHIPPING EFFECT; WIND DIRECTIONS; WIND PRESSURES; WIND-INDUCED DISPLACEMENTS; WIND-INDUCED RESPONSE;

AERODYNAMIC LOADS; AERODYNAMICS; LOADS (FORCES); TESTING; TOWERS; TUNNELS; WIND STRESS;

WIND TUNNELS;

EID: 68049083635     PISSN: 1000131X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (7)

1. Gu Ming, Shi Zongcheng, Zhang Feng. Testing investigation for wind-induced vibration of the new TV tower in Shanghai[J]. Journal of Vibration and Shock, 1995, 14(2): 31-34, 39 (in Chinese)
2. Ahsan Kareem, Scott Kabat, Fred L, et al. Aerodynamic of Nanjing Tower: a case study[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1998, 77 & 78: 725-739
3. Cai Danyi, Li Aiqun, Zhang Zhiqiang, et al. Simulation of fluctuating wind load on high-rise tower and analysis of wind-induced response[J]. Industrial Construction, 2001, 31(4): 60-62 (in Chinese)
4. Chen Bo, Qu Weilian. Dynamic characteristics and wind-induced response analysis of high-rise TV tower[J]. Journal of Wuhan University of Technology, 2004, 26(2): 23-26 (in Chinese)
5. Chen Airong, Zeng Yong, Zhou Zhiyong, et al. Numerical simulation of the drag coefficient and analysis of dynamic response for flow around Henan Broadcast and TV Tower (II)[J]. Special Structures, 2004, 23(3): 8-11 (in Chinese)
6. Gu Ming, Huang Peng, Zhou Xuanyi, et al. Research on wind tunnel force balance test and wind-induced responses of Guangzhou new TV Tower structure I: wind tunnel test[J]. China Civil Engineering Journal, 2009, 42(7): 8-13 (in Chinese)
7. Simiu E, Scanlan R H. Wind effects on structures[M]. 3rd Edition. New York: John Wiley and Sons Incorporation, 1996