Closed-form sensitivity of earthquake input energy to soil-structure interaction system

Journal of Engineering Mechanics

Volumn 133, Issue 4, 2007, Pages 389-399

  Takewaki, Izuru ^a  

^a KYOTO UNIVERSITY   (Japan)

Author keywords

Closed form solutions; Earthquake resistant structures; Energy methods; Frequency analysis; Sensitivity analysis; Soil structure interaction; Structural design

Indexed keywords

DAMPING; DEGREES OF FREEDOM (MECHANICS); EARTHQUAKE RESISTANCE; FREQUENCY DOMAIN ANALYSIS; SENSITIVITY ANALYSIS; STIFFNESS; STRUCTURAL DESIGN; TRANSFER FUNCTIONS;

CLOSED-FORM SOLUTIONS; EARTHQUAKE INPUT ENERGY; INPUT ENERGY EXPRESSION;

SOIL STRUCTURE INTERACTIONS;

DAMPING; DEGREES OF FREEDOM (MECHANICS); EARTHQUAKE RESISTANCE; FREQUENCY DOMAIN ANALYSIS; SENSITIVITY ANALYSIS; SOIL STRUCTURE INTERACTIONS; STIFFNESS; STRUCTURAL DESIGN; TRANSFER FUNCTIONS;

DAMPING; EARTHQUAKE ENGINEERING; ERROR ANALYSIS; SEISMIC DESIGN; SEISMIC RESPONSE; SENSITIVITY ANALYSIS; SOIL-STRUCTURE INTERACTION; STIFFNESS;

EID: 33947394759     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2007)133:4(389)     Document Type: Article

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