Dynamic characteristics and wind-induced response of two high-rise residential buildings during typhoons

Journal of Wind Engineering and Industrial Aerodynamics

Volumn 93, Issue 6, 2005, Pages 461-482

  Campbell, S ^a   Kwok, K C S ^a   Hitchcock, P A ^a  

^a HONG KONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Hong Kong)

Author keywords

Dynamic characteristics; Full scale measurement; Residential buildings; Typhoons

Indexed keywords

BUILDINGS; MATHEMATICAL TECHNIQUES; MONITORING; NATURAL FREQUENCIES; REINFORCED CONCRETE; STORMS; VIBRATION MEASUREMENT;

GAUSSIAN DISTRIBUTIONS; TORSIONAL DIRECTIONS; TRANSLATIONAL DIRECTIONS; WIND INDUCED DYNAMIC RESPONSE;

WIND EFFECTS;

BUILDING; DYNAMIC RESPONSE; FLOW INDUCED VIBRATION; FLUID-STRUCTURE INTERACTION; TYPHOON;

EID: 22144460157     PISSN: 01676105     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jweia.2005.03.005     Document Type: Article

References (15)

1. Hong Kong Observatory, typhoon Imbudo (0307): 17-25 July 2003, http://www.hko.gov.hk/informtc/imbudo/report.htm, 2003.
2. P.A. Hitchcock, K.C.S. Kwok, C.W. Yu, A study of anemometer measurements at Waglan Island, Hong Kong. Technical Report WWTF002-003, HKUST, 2003.
3. J.D. Holmes, P. Hitchcock, K.C.S. Kwok, J.K.S. Chim, Re-analysis of Hong Kong typhoon wind speeds using the 'peaks over threshold' approach, in: Proceedings of Fifth Asia-Pacific Conference on Wind Engineering (Kyoto, Japan, 2001), Elsevier B.V.,Amsterdam, 2001, pp. 357-360.
4. Hong Kong Observatory, typhoon Dujuan (0313): 29 August-3 September, 2003, http://www.hko.gov.hk/informtc/dujuan/report.htm, 2003.
5. N. Isyumov A. Steckley N. Amin H. Fatehi Effects of orientation of the principal axis of stiffness on the dynamic response of a slender square building J. Wind Eng. Ind. Aerodyn. 36 1990 769-778
6. J.S. Bendat A.G. Piersol Random Data: Analysis and Measurement Procedures second ed 1986 Wiley New York
7. N.M.M. Maia J.M.M. e Silva (Eds.) Theoretical and Experimental Modal Analysis 1997 Research Studies Press Ltd. Somerset
8. B.R. Ellis An assessment of the accuracy of predicting the fundamental natural frequencies of buildings and the implications concerning the dynamic analysis of structures Proc. Inst. Civ. Eng. 69 pt 2 1980 763-776
9. S. Lagomarsino Forecast models for damping and vibration periods of buildings J. Wind Eng. Ind. Aerodyn. 48 1993 221-239
10. Y. Tamura K. Suda A. Sasaki Damping in buildings for wind resistant design in: Proceedings of the International Symposium on Wind and Structures (Cheju, 2000) 2000 Techno-Press Korea 115-130
11. R.K.L. Su A.M. Chandler P.K.K. Lee A. To J.H. Li Dynamic testing and modelling of existing buildings in Hong Kong Hong Kong Inst. Eng. Trans. 10 2 2003 17-25
12. AS/NZS1170.2, Australian/New Zealand Standard, Structural design actions, Part 2: Wind Actions, Standards Australia & Standards New Zealand, 2002.
13. Eurocode ENV1991-2-4, EUROCODE 1: Basis of Design and Actions on Structures, Part 2.4: Wind Actions, CEN/TC 250/Sc1, 1994.
14. A.G. Davenport Gust loading factors J. Struct. Div. Proc. ASCE 93(ST3) 1967 10-34
15. W.H. Melbourne Probability distributions associated with the wind loading of structures I.E. Aust. Civil Eng. Trans. 1977 58-67