The wind-induced dynamic response of tall buildings, a comparative study

Journal of Wind Engineering and Industrial Aerodynamics

Volumn 64, Issue 2-3, 1996, Pages 135-144

  Van Oosterhout, Geert P C ^a  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

Author keywords

[No Author keywords available]

Indexed keywords

AERODYNAMICS; DYNAMIC RESPONSE; FUNCTIONS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS; TALL BUILDINGS;

AERODYNAMIC ADMITTANCE FENS; WIND SPECTRUM;

WIND STRESS;

BUILDINGS; DYNAMIC RESPONSE; HIGH RISE STRUCTURES; WIND EFFECTS;

EID: 0030285849     PISSN: 01676105     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0167-6105(96)00063-3     Document Type: Article

References (10)

1. M.J.A. Pols, The relation between stiffness and serviceability of tall buildings, M.Sc. Thesis, Faculty of Civil Engineering, Delft University of Technology (1995).
2. G.P.C. van Oosterhout, A method to assess the wind-induced dynamic behaviour of tall buildings, TU Delft report C10-94-01, Delft (June 1994).
3. G.P.C. van Oosterhout, Wind-induced dynamic behaviour of tall buildings, Ph.D. Thesis, TU Delft, Delft (September 1996).
4. B.E. Lee and W.K. Ng, Comparisons of estimated dynamic along-wind responses, J. Wind Eng. Ind. Aerodyn. 30 (1990) 153-162.
5. NEN 6702, TGB 1990: Loadings and deformations (in Dutch), Nederlands Normalisatie Instituut, Delft (1991).
6. A.G. Davenport, The application of statistical concepts to the wind loading of structures, Proc. Inst. Civil Eng. 19 (1961).
7. C.P.W. Geurts, Modelling of wind loads on buildings, M.Sc. Thesis Eindhoven University of Technology (in Dutch), Eindhoven (September 1992).
8. ENV 1991-2-3, Eurocode 1: Basis of design and actions on structures; part 2.4: wind actions, CEN/TC250/SC1 steering panel (December 1993).
9. Zilch, An illustrative loading concept for high-rise buildings in turbulent winds (in German), Darmstadt (1983).
10. ISO 6897, Guidelines for the evaluation of the response of occupants of fixed structures, especially buildings and off-shore structures, to low-frequency horizontal motion (0.063 to 1 Hz), ISO (1984).