Sequential stiffness design for seismic drift ranges of a shear building-pile-soil system

Earthquake Engineering and Structural Dynamics

Volumn 25, Issue 12, 1996, Pages 1405-1420

  Nakamura, Tsuneyoshi ^a   Takewaki, Izuru ^a   Asaoka, Yasuhiko ^b  

^a KYOTO UNIVERSITY   (Japan)

^b OBAYASHI CORPORATION   (Japan)

Author keywords

Building pile soil system; Hybrid inverse problem; Seismic drift constraint; Sequence of stiffness designs; Stiffness design

Indexed keywords

BUILDINGS; INVERSE PROBLEMS; PARAMETER ESTIMATION; PERTURBATION TECHNIQUES; PILE FOUNDATIONS; PROBLEM SOLVING; SCATTERING; SHEAR STRENGTH; SOIL MECHANICS; SOIL STRUCTURE INTERACTIONS; STIFFNESS; STRUCTURAL DESIGN;

BUILDING PILE SOIL SYSTEM; SEISMIC DRIFT CONSTRAINT; STIFFNESS DESIGN;

EARTHQUAKE RESISTANCE;

EARTHQUAKE ENGINEERING; SEISMIC DRIFT; SOIL/PILE INTERACTION; STIFFNESS;

EID: 0030430122     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199612)25:12<1405::AID-EQE621>3.0.CO;2-6     Document Type: Article

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