Equivalent viscous damping for modeling inelastic impacts in earthquake pounding problems

Earthquake Engineering and Structural Dynamics

Volumn 33, Issue 8, 2004, Pages 897-902

  Anagnostopoulos, Stavros A ^a  

^a UNIVERSITY OF PATRAS   (Greece)

Author keywords

Coefficient; Damping; Earthquake; Impact; Pounding; Restitution; Viscous

Indexed keywords

COLLISION AVOIDANCE; COMPUTER SIMULATION; DAMPING; VISCOUS FLOW;

DASHPOT; INELASTIC IMPACTS; POUNDING;

EARTHQUAKES;

DAMPING; EARTHQUAKE ENGINEERING; GROUND MOTION; STRUCTURAL RESPONSE;

EID: 3042642198     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.377     Document Type: Article

References (4)

1. Goldsmith W. Impact: The Theory and Physical Behaviour of Colliding Solids. Edward Arnold: London, 1960.
2. Anagnostopoulos SA. Pounding of buildings in series during earthquakes. Earthquake Engineering and Structural Dynamics 1988; 16:443-456.
3. Jankowski R, Wilde K, Fujino Y. Pounding of superstructure segments in isolated elevated bridge during earthquakes. Earthquake Engineering and Structural Dynamics 1988; 27:487-502.
4. Zhu P, Abe M, Fujino Y. Modelling three-dimensional non-linear seismic performance of elevated bridges with emphasis on pounding of girders. Earthquake Engineering and Structural Dynamics 2002; 31:1891-1913.