Masayoshi Sato
- Three Dimensionai Effective Analysis For Evaluating Response Of Group Pile Foundation Under Liquefaction. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 495 (Juli 1994). (1994):
- A Study On Shaking Table Tests In The Centrifuge And Dynamic Characteristic Of Sand Deposits. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 499 (September 1994). (1994):
- Shear Moduli And Damping Ratios Of Saturated Sand Deposits On Shaking Table Tests In The Centrifuge. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1995, n. 529 ( 1995). (1995):
- Aseismic Evaluation Of Geogrid-reinforced Embankments With Steep Slope Using Centrifuge Modeling. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1995, n. 523 (September 1995). (1995):
- Reproduction Of Seismic Liquefaction Damage To Caisson Type Quay Wall And Its Neighboring Pile Foundation In A Centrifuge Model. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 582 ( 1997). (1997):
- Centrifuge Modeling Of A Soil-pile-structure System During Seismic Ground Liquefaction. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 596 (Juni 1998). (1998):
- Reproduction Of Lateral Ground Deformation And Lateral-flow Earth Pressures Acting On Pile Foundations Using Centrifuge Modeling. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 645 (März 2000). (2000):
- SHEAR STRENGTH OF RC BEAMS WITHOUT STIRRUP USING HIGH-STRENGTH CONCRETE OF COMPRESSIVE STRENGTH RANGING TO 130MPa. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 739 (August 2003). (2003):
- Effect Of Transverse Reinforcement On Behavior Of High Strength Concrete Columns Under Concentric Compression And Its Modeling Of Stress-strain Relationship. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 753 (Februar 2004). (2004):
- Simplified Estimation of Earthquake-Induced Settlements in Saturated Sand Deposits. In: Soils and Foundations, v. 36, n. 1 (März 1996). (1996):
- Effects of inertial and kinematic interaction on seismic behavior of pile with embedded foundation. In: Soil Dynamics and Earthquake Engineering, v. 25, n. 7-10 (August 2005). (2005):
- Liquefaction-Induced Lateral Load on Pile in a Medium DrSand Layer. In: Journal of Earthquake Engineering, v. 13, n. 7 ( 2009). (2009):
- Analysis of saturated dense sand-structure system and comparison with results from shaking table test. In: Earthquake Engineering and Structural Dynamics, v. 19, n. 7 (Oktober 1990). (1990):