Application of an optimum design method to practical building frames with viscous dampers and hysteretic dampers

Engineering Structures

Volumn 25, Issue 5, 2003, Pages 579-592

  Uetani, K ^a   Tsuji, M ^b   Takewaki, I ^a  

^a KYOTO UNIVERSITY   (Japan)

^b KYOTO INSTITUTE OF TECHNOLOGY   (Japan)

Author keywords

Design earthquake; Gradient projection; Hysteretic damper; Large scale building frame; Optimal structural design; Passive type damper; Reduced model; Reduced model frame inverse transformation; Viscous damper

Indexed keywords

ALGORITHMS; HYSTERESIS; SHEAR STRESS; STRUCTURAL DESIGN; STRUCTURAL LOADS;

DAMPERS;

STRUCTURAL FRAMES;

BUILDING; DAMPING; HYSTERESIS; MULTISTOREY BUILDING; SEISMIC DESIGN; STIFFNESS; STRUCTURAL RESPONSE;

EID: 0037375544     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(02)00168-2     Document Type: Article

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