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Volumn 30, Issue 3, 2008, Pages 675-682
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Influence of passive supplemental damping systems on structural and nonstructural seismic fragilities of a steel building
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Author keywords
Dampers; Nonstructural components; Retrofit; Seismic fragility; Steel structure
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Indexed keywords
DAMPING;
DYNAMIC ANALYSIS;
EARTHQUAKES;
NUMERICAL METHODS;
RETROFITTING;
SEISMIC RESPONSE;
DESIGN BASIS EARTHQUAKE LEVEL;
INCREMENTAL DYNAMIC ANALYSIS;
MAXIMUM CREDIBLE EARTHQUAKE LEVEL;
SEISMIC FRAGILITY;
STEEL STRUCTURES;
DAMPING;
DYNAMIC ANALYSIS;
EARTHQUAKES;
NUMERICAL METHODS;
RETROFITTING;
SEISMIC RESPONSE;
STEEL STRUCTURES;
BUILDING;
DAMPING;
EARTHQUAKE ENGINEERING;
GROUND MOTION;
HYSTERESIS;
PROBABILITY;
SEISMIC DESIGN;
STEEL STRUCTURE;
STRUCTURAL ANALYSIS;
VIBRATION;
VISCOSITY;
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EID: 38849174303
PISSN: 01410296
EISSN: None
Source Type: Journal
DOI: 10.1016/j.engstruct.2007.05.013 Document Type: Article |
Times cited : (51)
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References (7)
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