Yukio Tamari
- Numerical analysis on seismic behavior of soil around pile group by 3D effective stress finite element method. In: Soils and Foundations, v. 62, n. 2 (April 2022). (2022):
- A New Method For Calculating Failure Probability With The Stochastic Finite Element Method. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1988, n. 400 ( 1988). (1988):
- Mechanism of Permanent Displacement of Ground Caused by Seismic Liquefaction. In: Soils and Foundations, v. 32, n. 3 (September 1992). (1992):
- Seismic Soil-Structure Interaction of Cross Sections of Flexible Underground Structures Subjected to Soil Liquefaction. In: Soils and Foundations, v. 43, n. 2 (April 2003). (2003):
- A simplified method to consider the pile of insufficient length to obtain the support from bearing stratum. In: Journal of Asian Architecture and Building Engineering, v. 19, n. 6 (June 2020). (2020):