Modal analysis and seismic response of steel frames with connection dampers

Engineering Structures

Volumn 23, Issue 4, 2001, Pages 385-396

  Xu, Y L ^a   Zhang, W S ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

Flexible connection; Modal damping ratio; Parametric study; Rotational damper; Seismic response; Steel frame

Indexed keywords

DAMPING; SEISMIC RESPONSE; STEEL STRUCTURE;

DAMPING; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; ENERGY DISSIPATION; FINITE ELEMENT METHOD; FREQUENCY DOMAIN ANALYSIS; MODAL ANALYSIS; STIFFNESS MATRIX; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

CONNECTION DAMPERS; EARTHQUAKE EXCITATION; FLEXIBLE CONNECTIONS;

STEEL STRUCTURES;

EID: 0035314264     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(00)00062-6     Document Type: Article

References (14)

1. Analysis and behavior of flexibly jointed frames
2. Effects of connections on columns
3. Semi-bifurcation and bifurcation analysis of flexibly connected steel frames
4. Elasto-plastic nonlinear analysis of flexibly jointed space frames
5. Extending of the merchant-rankine formula for the assessment of the ultimate load of frames with semi-rigid joints
6. Vibration analysis of frames with semi-rigid connections
7. Vibration and modal analysis of steel frames with semi-rigid connections
8. Static and dynamic analysis of space frames with non-linear flexible connections
9. Cyclic and seismic response of flexibly jointed frames
10. Dynamic analysis and response of semirigid frames
11. Vibration and deflection characteristics of semi-rigid jointed frames
12. Seismic analysis design of frames with viscoelastic connections