Damping/global energy balance in FE model of bridge foundation lateral response

Soil Dynamics and Earthquake Engineering

Volumn 23, Issue 6, 2003, Pages 483-495

  Dobry, R ^a   Pecker, A ^b   Mavroeidis, G ^c   Zeghal, M ^a   Gohl, B ^d   Yang, D ^e  

^a RENSSELAER POLYTECHNIC INSTITUTE   (United States)

^b Geodynamique et Structure   (France)

^c the State University of New York   (United States)

^d Pacific Geodynamics Inc   (Canada)

^e Buckland and Taylor Ltd   (United States)

Author keywords

Bridge foundation; Damping; Energy balance; Finite element modeling; Rion Antirion project

Indexed keywords

DAMPING; EARTHQUAKES; FINITE ELEMENT METHOD; SEISMOLOGY;

GLOBAL ENERGY BALANCE;

SOIL TESTING;

BRIDGE; DAMPING; ENERGY DISSIPATION; FINITE ELEMENT ANALYSIS; FOUNDATION; PIER; SEISMIC RESPONSE;

BRIDGE; DAMPING; ENERGY DISSIPATION; FINITE ELEMENT METHOD; FOUNDATION; LOADING; PIER; SEISMIC DESIGN; SOIL-STRUCTURE INTERACTION;

GREECE;

EID: 0042521226     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(03)00050-2     Document Type: Article

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