A numerical algorithm for the aerodynamic identification of structures

Journal of Wind Engineering and Industrial Aerodynamics

Volumn 69-71, Issue , 1997, Pages 719-730

  Solari, G ^a   Pagnini, L C ^a   Piccardo, G ^a  

^a UNIVERSITY OF GENOA   (Italy)

Author keywords

Aerodynamics; Force balance; Numerical analysis; Structural identification; Wind tunnel test

Indexed keywords

AERODYNAMICS; FORCE MEASUREMENT; LAGRANGE MULTIPLIERS; MODEL STRUCTURES; NUMERICAL ANALYSIS; STRUCTURAL DESIGN; WIND EFFECTS; WIND TUNNELS;

AERODYNAMIC FORCES; FORCE BALANCE; STRUCTURAL IDENTIFICATION; WIND TUNNEL TEST;

ALGORITHMS;

AERODYNAMICS; ALGORITHM; WIND TUNNEL;

EID: 0031177829     PISSN: 01676105     EISSN: None     Source Type: Journal    
DOI: 10.1016/s0167-6105(97)00200-6     Document Type: Article

References (16)

1. A.G. Davenport, T. Tschanz, The response of tall buildings to wind: Effects of wind direction and the direct measurement of dynamic force, in: Proc. 4th US Nat. Conf. on Wind Engng. Res., Seattle, Washington, 1981, pp. 205-223.
2. T. Tschanz, A.G. Davenport, The base balance technique for the determination of dynamic wind loads, J. Wind Eng. Ind. Aerodyn. 13 (1983) 429-439.
3. P.J. Vickery, A. Steckley, N. Isyumov, B.J. Vickery, The effect of mode shape on the wind-induced response of tall buildings, in: Proc. 5th US Nat. Conf. on Wind Engng., Lubbock, Texas, 1985, 1B/41-48.
4. J.D. Holmes, Mode shape corrections for dynamic response to wind, Eng. Struct. 9 (1987) 210-212.
5. D.W. Boggs, J.A. Paterka, Aerodynamic model tests of tall buildings, J. Engng. Mech. ASCE 115 (1989) 618-635.
6. Y.L. Xu, K.C.S. Kwok, Mode shape corrections for wind tunnel tests of tall buildings. Eng. Struct. 15 (1993) 387-392.
7. A. Tallin, B. Ellingwood, Analysis of torsional moments on tall buildings, J. Wind Eng. Ind. Aerodyn. 18 (1985) 191-195.
8. G. Solari, L.C. Pagnini, G. Piccardo, High frequency force balance wind tunnel tests and aerodynamic identification of structures, Report No. 2, Series II, Istituto di Scienza delle Costruzioni, Genova, 1996.
9. G. Piccardo, G. Solari, Mathematical solution of 3-D response of slender structures to wind action, in: Proc. 9th Int. Conf. on Wind Engng., New Delhi, vol. 3 1995, pp. 1305-1316.
10. G. Solari, Mathematical model to predict 3-D wind loading on buildings, J. Engng. Mech. ASCE 111 (1985) 254-276.
11. B.J. Vickery, W. Clark, Lift or across-wind response of tapered stacks, J. Struct. Div. ASCE 98 (1972) 1-20.
12. A.G. Davenport, The response of slender line-like structures to a gusty wind. Proc. Instn. Civ. Eng. 23 (1962) 369-408.
13. Engineering Sciences Data Unit, Circular-cylindrical structures: dynamic response to vortex shedding. Part I: calculation procedures and derivation, ESDU Item 85038, London, England, 1990.
14. G. Piccardo, G. Solari, 3-D wind-excited response of slender structures. II: Closed form solution, J. Engng. Mech. ASCE, to be submitted.
15. G. Solari, T.A. Reinhold, F. Livesey, The actions and effects of wind on the Leaning Tower of Pisa, J. Struct. Engng. ASCE, accepted for publication.
16. G. Solari, Turbulence modeling for gust loading, J. Struct. Engng. ASCE 113 (1987) 1550-1569.