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Publications by Yutaka SETO
Three-Dimensional Dynamic Interaction Analysis of Soil and Foundation With a Hybrid Method
Journal of Structural and Construction Engineering (Transactions of AIJ)
Related publications
Dynamic Soil Structure Interaction of Spread Foundation, Pile Foundation and Piled Raft Foundation
Journal of Structural and Construction Engineering
Building
Construction
Architecture
APPROXIMATE THREE-DIMENSIONAL EFFECT ON SOIL-EMBEDDED STRUCTURES INTERACTION : Boundary Element Analysis of Approximate Three-Dimensional Soil-Structure Interaction (Part 2)
Journal of Structural and Construction Engineering (Transactions of AIJ)
Soil Structure Interaction Analysis on a RC Building With Raft Foundation Under Clayey Soil Condition
International Journal of Engineering Research and
THREE-DIMENSIONAL DYNAMIC ANALYSIS OF SOIL-STRUCTURE SYSTEM BY THIN LAYER ELEMENT METHOD : Part 1. Outline of Analysis Method and Formulation of Layered Zone
Transactions of the Architectural Institute of Japan
Three-Dimensional Analysis of Sloshing Problems Using a Boundary Element Method. 2nd Report, Fluid-Structure-Interaction Analysis Method.
Nihon Kikai Gakkai Ronbunshu, B Hen/Transactions of the Japan Society of Mechanical Engineers, Part B
Condensed Matter Physics
Mechanical Engineering
Three-Dimensional Probabilistic Foundation Settlement
Journal of Geotechnical and Geoenvironmental Engineering - ASCE
Geotechnical Engineering
Engineering Geology
Environmental Science
A Three-Dimensional Adaptive Wavelet Method for Fluid-Structure Interaction
ERCOFTAC Series
Transfer Processes
Computational Mathematics
Fluid Flow
Analytical Study on the Effects of Adjacent Building on Dynamic Soil Structure Interaction of Pile Foundation and Piled Raft Foundation
Journal of Structural and Construction Engineering
Building
Construction
Architecture
Appraisal of Nonlinear Dynamic Soil-Structure Interaction Model for Pile Foundation Supported Structure: A Probabilistic Approach
International Journal of Latest Trends in Engineering and Technology
