Optimum distribution of added viscoelastic dampers for mitigation of torsional responses of plan-wise asymmetric structures

Engineering Structures

Volumn 24, Issue 10, 2002, Pages 1257-1269

  Kim, Jinkoo ^a   Bang, Sunghyuk ^a  

^a Sungkyunkwan University   (South Korea)

Author keywords

Optimum damper eccentricity; Plan asymmetry; Stiffness eccentricity; Viscoelastic dampers

Indexed keywords

COLUMNS (STRUCTURAL); DAMPING; DYNAMIC RESPONSE; EARTHQUAKE EFFECTS; TORSION TESTING; VISCOELASTICITY;

TORSIONAL RESPONSES; VISCOELASTIC DAMPERS;

STRUCTURAL ANALYSIS;

DAMPER; EARTHQUAKE; HYDRAULIC STRUCTURE; TORSION; VISCOELASTICITY;

EID: 0036788849     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(02)00046-9     Document Type: Article

References (12)

1. Earthquake response of torsionally-coupled frame buildings
2. A modified static procedure for the design of torsionally unbalanced multistory frame buildings
3. A simplified model for analysis and design of asymmetric-plan buildings
4. The influence of stiffness and strength eccentricities on the inelastic earthquake response of asymmetric structures
5. Effects of supplemental damping on earthquake response of asymmetric buildings
6. Seismic behavior of asymmetric buildings with supplemental damping
7. Understanding and predicting effect of supplemental viscous damping on seismic response of asymmetric one-storey system
8. Seismic behavior of reinforced concrete frame with added viscoelastic dampers
9. Temperature effect of viscoelastic dampers during earthquakes
10. Viscoelastic mechanical damping devices tested at real earthquake displacements