Wind tunnel and full-scale study of wind effects on China's tallest building

Engineering Structures

Volumn 28, Issue 12, 2006, Pages 1745-1758

  Li, Q S ^a   Fu, J Y ^a,b   Xiao, Y Q ^a   Li, Z N ^c   Ni, Z H ^d   Xie, Z N ^d   Gu, M ^e  

^a CITY UNIVERSITY OF HONG KONG   (Hong Kong)

^b JINAN UNIVERSITY   (China)

^c HUNAN UNIVERSITY   (China)

^d SHANTOU UNIVERSITY   (China)

^e TONGJI UNIVERSITY   (China)

Author keywords

Full scale measurement; Tall building; Typhoon; Wind effects; Wind tunnel test

Indexed keywords

BOUNDARY LAYER FLOW; MATHEMATICAL MODELS; STORMS; WIND; WIND STRESS; WIND TUNNELS;

FULL-SCALE MEASUREMENT; PEOPLE'S REPUBLIC OF CHINA; TYPHOON EFFECTS; WIND FLOW; WIND TUNNEL TEST;

TALL BUILDINGS;

BOUNDARY LAYER FLOW; MATHEMATICAL MODELS; STORMS; TALL BUILDINGS; WIND; WIND STRESS; WIND TUNNELS;

BOUNDARY LAYER; BUILDING; COMPARATIVE STUDY; DYNAMIC RESPONSE; STRUCTURAL RESPONSE; VIBRATION; WIND FORCING; WIND TUNNEL;

ASIA; CHINA; EURASIA; FAR EAST; SHANGHAI;

EID: 33746627738     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.02.017     Document Type: Article

References (28)

1. Gu M., Zhou Y., Zhang F., Xiang H.F.. Dynamic responses and equivalent wind loads of the Jin Mao Building in Shanghai. In: Proceedings of the tenth international conference on wind engineering vol. 3. 1999. p. 1497-504
2. Ho T.C.E., Isyumov N., Mikitiuk M.J., and Crooks G.J. A study of wind effects for the Jin Mao Building project, Shanghai, China. BLWT-SS1-1994 (1994), The University of Western Ontario, London (Ontario, Canada)
3. Gu M., Jiang C.H.. Wind resistant research on super tall buildings. Research report. Shanghai (China): Department of Bridge Engineering, Tongji University; 1999 [in Chinese]
4. Li Q.S., Fang J.Q., Jeary A.P., Wong C.K., and Liu D.K. Evaluation of wind effects on a super tall building based on full-scale measurements. Earthquake Engineering and Structural Dynamics 29 (2000) 1845-1862
5. Li Q.S., Wong C.K., Fang J.Q., Jeary A.P., and Chow Y.W. Field measurements of wind and structural responses of a 70-story tall building under typhoon conditions. The Structural Design of Tall Buildings 9 (2000) 325-342
6. Li Q.S., Xiao Y.Q., Wong C.K., and Jeary A.P. Field measurements of typhoon effects on a super tall building. Engineering Structures 26 (2004) 233-244
7. AIJ Recommendations for Loads on Buildings (1996), Architectural Institute of Japan, Tokyo (Japan)
8. Gartshore I.S. The effects of freestream turbulence on the drag of rectangular two dimensional prism (1973), University of West Ontario, Canada BLWT-4-3
9. Laneville A., Gartshore I.S., and Parkinson G.V. An explanation of some effects of turbulence on bluff bodies. Proc. 4th int. conf. on wind eng (1975), Cambridge University Press 333-341
10. Melbourne W.H.. Turbulence effects on maximum surface pressures-a mechanism and possibility of reduction. In: Proc. 5th int. conf. on wind eng. 1979. p. 541-51
11. Li Q.S., and Melbourne W.H. An experimental investigation of the effects of free-stream turbulence on streamwise surface pressures in separated and reattaching flows. Journal Wind Engineering and Industrial Aerodynamics 51-52 (1995) 313-323
12. Li Q.S., and Melbourne W.H. The effects of large scale turbulence on pressure fluctuations in separated and reattaching flows. Journal of Wind Engineering and Industrial Aerodynamics 83 (1999) 159-169
13. Li Q.S., and Melbourne W.H. Turbulence effects on surface pressures of rectangular cylinders. Wind and Structures 2 4 (1999) 253-266
14. GB50009-2001. Load code for the design of building structures (2002), China Architecture & Building Press, Beijing [in Chinese]
15. Wind tunnel testing: A general outline. The boundary layer wind tunnel laboratory. Faculty of Engineering Science, The University of Western Ontario, London, Ontario, Canada N6A5B9, May, 1999
16. Davenport A.G. The treatment of wind loading on tall buildings. Symposium on tall buildings at University of Southampton (1966), Pergamon Press 3-44
17. Davenport A.G., Mackey S., Tschanz T.. The response of tall buildings to wind: Effects of wind direction and the direct measurement of force. In: Proceedings of the fourth us national conference on wind engineering research. 1981. p. 163-77
18. Kareem A. Fluctuating wind loads on buildings. Journal of Engineering Mechanics ASCE 108 EM6 (1982) 1086-1102
19. Li Q.S. Evaluation of wind-induced vibration of tall buildings and reliability analysis: A case study. Hong Kong Institution of Engineers, Transactions 7 1 (2000) 47-50
20. Ni Z.H., He C.K., Xie Z.N., Shi B.Q., and Chen D.J. Experimental test on bridge jointed twin-towered buildings to stochastic wind loads. Wind and Structures 4 1 (2001) 63-72
21. Kanda J., and Choi H. Correlating dynamic wind force components on 3-D cylinders. Journal of Wind Engineering and Industrial Aerodynamics 41-44 (1992) 785-796
22. JGJ3-2002. Technical specification for concrete structures of tall building (2002), China Architecture & Building Press, Beijing [in Chinese]
23. Melbourne W.H., and Palmer T.R. Acceleration and comfort criteria for buildings undergoing complex motions. Journal of Wind Engineering and Industrial Aerodynamics 44 (1992) 105-116
24. Li G.Q., and Li Q.S. Theory and its application of time-dependent reliability of engineering structures (2001), Science Press, Beijing [in Chinese]
25. http://www.typhoon.gov.cn/zuixinlujing2004.php
26. Jeary A.P. The description and measurement of nonlinear damping in structures. Journal of Wind Engineering and Industrial Aerodynamics 59 (1996) 103-114
27. Li Q.S., Liu D.K., Fang J.Q., Jeary A.P., and Wong C.K. Using neural networks to model and predict amplitude-dependent damping in building. Wind and Structures 2 (1999) 25-40
28. Li Q.S., Xiao Y.Q., Wong C.K., and Jeary A.P. Field measurements of wind effects on the tallest building in Hong Kong. The Structural Design of Tall and Special Buildings 12 (2003) 67-82