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Volumn 59, Issue 2-3, 1996, Pages 283-298
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Evaluation of nonstationary damping characteristics of structures under earthquake excitations
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Author keywords
Base isolated structure; Damping; Earthquake excitation; Finite Fourier transform; High damping rubber bearing; Nonlinear vibration; Nonstationary vibration; Optimal linear model; Time variant linear model
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Indexed keywords
BEARINGS (STRUCTURAL);
CONCRETE BUILDINGS;
EARTHQUAKE RESISTANCE;
FOURIER TRANSFORMS;
MATHEMATICAL MODELS;
REINFORCED CONCRETE;
STRUCTURAL ANALYSIS;
STRUCTURES (BUILT OBJECTS);
VIBRATION CONTROL;
VIBRATIONS (MECHANICAL);
BASE ISOLATED STRUCTURES;
FINITE FOURIER TRANSFORM;
HIGH DAMPING RUBBER BEARINGS;
NONSTATIONARY VIBRATIONS;
DAMPING;
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EID: 0030102095
PISSN: 01676105
EISSN: None
Source Type: Journal
DOI: 10.1016/0167-6105(96)00012-8 Document Type: Article |
Times cited : (14)
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References (6)
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