Seismic frame design via inverse mode design of frame-ground systems

Soil Dynamics and Earthquake Engineering

Volumn 17, Issue 3, 1998, Pages 153-163

  Takewaki, Izuru ^a   Nakamura, Tsuneyoshi ^a   Hirayama, Kitae ^b  

^a KYOTO UNIVERSITY   (Japan)

^b TAKENAKA CORPORATION   (Japan)

Author keywords

Finite element method; Hybrid inverse problem; Inverse mode problem; Lowest eigenvibration; Soil structure interaction; Stiffness design

Indexed keywords

ANALYTIC METHOD; PROCESS DESIGN; PROCESS MODEL; SEISMOLOGY;

DEFORMATION; EARTHQUAKE RESISTANCE; EIGENVALUES AND EIGENFUNCTIONS; FINITE ELEMENT METHOD; INTERFACES (MATERIALS); INVERSE PROBLEMS; MATHEMATICAL MODELS; NATURAL FREQUENCIES; PILES; SOIL STRUCTURE INTERACTIONS; STIFFNESS; STRUCTURAL DESIGN;

HYBRID INVERSE PROBLEM; INVERSE MODE DESIGN;

STRUCTURAL FRAMES;

DESIGN METHOD; SOIL/STRUCTURE INTERACTION; STIFFNESS;

EID: 0032052886     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(97)00041-9     Document Type: Article

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