Effects of structural damping and eccentricity on wind responses of high-rise buildings

Journal of Wind Engineering and Industrial Aerodynamics

Volumn 74-76, Issue , 1998, Pages 731-740

  Katagiri, Junji ^a   Marukawa, Hisao ^b   Katsumura, Akira ^a   Fujii, Kunio ^a  

^a Wind Engineering Institute Co Ltd   (Japan)

^b Izumi Sohken Engineering Co Ltd   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

AERODYNAMICS; DAMPING; DYNAMIC RESPONSE; MODAL ANALYSIS; SPECTRUM ANALYSIS; STRUCTURAL ANALYSIS; VIBRATIONS (MECHANICAL); WIND STRESS; WIND TUNNELS;

AERODYNAMIC DAMPING; ECCENTRICITY; STRUCTURAL DAMPING;

TALL BUILDINGS;

DAMPING; HIGH RISE STRUCTURE; WIND LOAD;

EID: 0344404150     PISSN: 01676105     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0167-6105(98)00066-X     Document Type: Article

References (6)

1. A. Kareem, Lateral-torsional motion of tall buildings to wind load, ASCE SE 11 (1984) 2480-2496.
2. T. Ohkuma, H. Marukawa, Y. Kusano, Estimation of wind-induced vibration of box-like high rise building with eccentricity, summary of technical paper of annual meeting AIJ, 1987, pp. 1475-1476 (in Japanese).
3. J. Katagiri, O. Nakamura, T. Ohkuma, H. Marukawa, T. Tsujimoto, K. Kondo, Wind-induced lateral-torsional motion of a tall building, J. Wind Eng. Ind. Aerodyn. 42 (1992) 1127-1137.
4. N. Isyumov, The Aeroelastic Modeling of Tall Buildings, International Workshop on Wind Tunnel Modeling for Civil Engineering Applications, Cambridge University Press, Cambridge, 1983, pp. 373-407.
5. J.T. Templin, K.R. Cooper, Design and performance of a multi-degree-of-freedom aeroelastic building model, J. Wind Eng. Ind. Aerodyn. 18 (1981) 157-175.
6. J. Katagiri, H. Marukawa, K. Fujii, O. Nakamura, A. Katsumura, Evaluation of wind responses of a building gained from wind tunnel tests, Paper for 9th Int. Conf. 1995, vol. III pp. 1408-1419.