Role of viscous damping in nonlinear vibration of buildings exposed to intense ground motion

Journal of Wind Engineering and Industrial Aerodynamics

Volumn 59, Issue 2-3, 1996, Pages 247-264

  Soda, S ^a  

^a WASEDA UNIVERSITY   (Japan)

Author keywords

Frictional damping; Ground motion; Nonlinear vibration; Reinforced concrete building; Response spectrum; Visco elastic damper; Viscous damping

Indexed keywords

CONCRETE BUILDINGS; CONTROL EQUIPMENT; DEGREES OF FREEDOM (MECHANICS); DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; EARTHQUAKES; MODEL BUILDINGS; PLASTIC DEFORMATION; REINFORCED CONCRETE; STRUCTURAL ANALYSIS; VIBRATION CONTROL; VIBRATIONS (MECHANICAL);

FRICTIONAL DAMPING; NONLINEAR VIBRATIONS; VISCOELASTIC DAMPERS; VISCOUS DAMPING;

DAMPING;

EID: 0030102404     PISSN: 01676105     EISSN: None     Source Type: Journal    
DOI: 10.1016/0167-6105(96)00010-4     Document Type: Article

References (3)

1. S. Soda et al., J. Struct. Constr. Eng. AIJ 457 (1994) 29-36.
2. J. Emori et al., Summaries of Technical Papers of Annual Meeting of AIJ. (1995) pp. 663-664.
3. S. Soda et al, Proc. 9th Japan Symp. on Earthquake Eng. (1994) 1885-1888.