Dynamic response of high-speed rail foundations using linear hysteretic damping and frequency domain substructuring

Soil Dynamics and Earthquake Engineering

Volumn 28, Issue 4, 2008, Pages 258-276

  Wang, Judith ^a,b   Zeng, Xiangwu ^b   Gasparini, D A ^b  

^a Department of Metallurgical and Materials Engineering   (United States)

^b Case Western Reserve University   (United States)

Author keywords

Damping; Finite elements; Frequency domain substructuring; Ground borne vibration; High speed trains; Linear hysteretic damping; Rubber modified asphalt concrete; Vibration isolation

Indexed keywords

COMPUTATIONAL EFFICIENCY; DAMPING; DYNAMIC RESPONSE; FINITE ELEMENT METHOD; HYSTERESIS; VIBRATIONS (MECHANICAL);

FREQUENCY DOMAIN SUBSTRUCTURING; GROUND-BORNE VIBRATION; LINEAR HYSTERETIC DAMPING; VIBRATION ISOLATION;

SEISMIC RESPONSE;

ASPHALT; DAMPING; DYNAMIC ANALYSIS; DYNAMIC RESPONSE; FINITE ELEMENT METHOD; FOUNDATION; NUMERICAL MODEL; RESPONSE ANALYSIS; SEISMIC ISOLATION; VIBRATION;

EID: 38149022555     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2007.06.004     Document Type: Article

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