Pounding of structures modelled as non-linear impacts of two oscillators

Earthquake Engineering and Structural Dynamics

Volumn 30, Issue 5, 2001, Pages 633-651

  Chau, K T ^a   Wei, X X ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

Adjacent structures; Earthquakes; Impact velocity; Non linear impact; Oscillators; Pounding

Indexed keywords

DAMPING; EARTHQUAKE RESISTANCE; HARMONIC ANALYSIS; IMPACT RESISTANCE; MATHEMATICAL MODELS; OSCILLATIONS; SENSITIVITY ANALYSIS; STRUCTURAL ANALYSIS;

NONLINEAR HERTZIAN IMPACTS;

BUILDINGS;

EARTHQUAKE ENGINEERING; SEISMIC POUNDING; STRUCTURAL RESPONSE;

EID: 0035336995     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.27     Document Type: Article

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