Dimensional analysis of structures with translating and rocking foundations under near-fault ground motions

Soil Dynamics and Earthquake Engineering

Volumn 29, Issue 10, 2009, Pages 1330-1346

  Zhang, Jian ^a   Tang, Yuchuan ^a  

^a UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

Bilinear structure; Dimensional analysis; Foundation rocking; Near fault ground motion; Seismic response; Soil foundation structure system; Soil structure interaction

Indexed keywords

BILINEAR STRUCTURE; BUILDING STRUCTURE; DAMPING COEFFICIENTS; DIMENSIONAL ANALYSIS; DUCTILITY DEMANDS; FRAME STRUCTURE; FREQUENCY RANGES; INTERACTIVE BEHAVIOR; LINEAR STRUCTURES; NEAR-FAULT GROUND MOTION; NON-LINEARITY; NONLINEAR STRUCTURE; NUMERICAL SIMULATION; PULSE FREQUENCIES; SHIFT-AND; SOIL-STRUCTURE INTERACTION EFFECTS; STRUCTURAL RESPONSE; STRUCTURE STIFFNESS; STRUCTURE-FOUNDATION SYSTEMS;

AMPLIFICATION; DAMPING; FREQUENCY RESPONSE; SEISMIC RESPONSE; SOIL STRUCTURE INTERACTIONS; SOILS; STRUCTURAL ANALYSIS;

FOUNDATIONS;

COMPUTER SIMULATION; DUCTILITY; FOUNDATION; GROUND MOTION; PARAMETERIZATION; SEISMIC RESPONSE; SOIL-STRUCTURE INTERACTION; STIFFNESS; STRUCTURAL ANALYSIS; STRUCTURAL RESPONSE;

EID: 67349125895     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2009.04.002     Document Type: Article

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