Semiactive control of the 20-story benchmark building with Piezoelectric friction dampers

Journal of Engineering Mechanics

Volumn 130, Issue 4, 2004, Pages 393-400

  Chen, Genda ^a   Chen, Chaoqiang ^a  

^a University of Missouri Rolla   (United States)

Author keywords

Damping; Friction; Optimization; Performance evaluation; Piezoelectricity; Structural control

Indexed keywords

ALGORITHMS; BENCHMARKING; DAMPING; EARTHQUAKE EFFECTS; FRICTION; PIEZOELECTRIC MATERIALS; SEISMOLOGY; VIBRATIONS (MECHANICAL);

FRICTION DAMPING; PIEZOELECTRIC FRICTION DAMPERS;

BUILDINGS;

DAMPING; EARTHQUAKE ENGINEERING; SEISMIC RESPONSE; STRUCTURAL RESPONSE;

EID: 13844268976     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2004)130:4(393)     Document Type: Article

References (8)

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2. Chen, C. C., and Chen, G. D. (2002). "Nonlinear control of a 20-story steel building with active piezoelectric friction dampers." Int. J. Struct. Eng. Mech., 4(1), 21-38.
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8. Yang, C., and Lu, L. W. (1994). "Seismic response control of cable-stayed bridges by semiactive friction damping," Proc., U.S. National Conf. Earthquake Engineering, Chicago, 911-920.