Design of dampers for structures based on optimal control theory

Earthquake Engineering and Structural Dynamics

Volumn 29, Issue 9, 2000, Pages 1307-1323

  Loh, Chin Hsiung ^a,b   Lin, Pei Yang ^a   Chung, Nan Hau ^b  

^a NATIONAL TAIWAN UNIVERSITY   (Taiwan)

^b NATIONAL CENTER FOR RESEARCH ON EARTHQUAKE ENGINEERING   (Taiwan)

Author keywords

Optimal control algorithm; Structural dynamics; Viscoelastic damper

Indexed keywords

ALGORITHMS; BUILDINGS; DAMPING; DYNAMIC LOADS; EARTHQUAKES; NUMERICAL METHODS; OPTIMAL CONTROL SYSTEMS; ROOFS; VISCOELASTICITY; WIND EFFECTS;

EARTHQUAKE LOADING; OPTIMAL CONTROL ALGORITHM; STRUCTURAL DYNAMICS; VISCOELASTIC DAMPERS;

STRUCTURAL ANALYSIS;

DAMPER; SEISMIC RESPONSE;

DAMPING; OPTIMIZATION; SEISMIC RESPONSE;

EID: 0034282825     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/1096-9845(200009)29:9<1307::AID-EQE972>3.0.CO;2-D     Document Type: Article

References (14)

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7. Optimal design of supplemental dampers for control of structures
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9. LQG and H-infinity control of a TV transmission tower under stochastic winds
10. Experimental verification of static-output-feedback control for a seismic-excited full scale building
11. Experiment on active control of seismic structures