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Publicité

Masayoshi Sato

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Ohtsuki, Akira / Fukutake, Kiyoshi / Fujikawa, Satoshi / Sato, Masayoshi (1994): Three Dimensionai Effective Analysis For Evaluating Response Of Group Pile Foundation Under Liquefaction. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 495 (juillet 1994).

    https://doi.org/10.2208/jscej.1994.495_101

  2. Sato, Masayoshi (1994): A Study On Shaking Table Tests In The Centrifuge And Dynamic Characteristic Of Sand Deposits. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 499 (septembre 1994).

    https://doi.org/10.2208/jscej.1994.499_207

  3. Sato, Masayoshi (1995): Shear Moduli And Damping Ratios Of Saturated Sand Deposits On Shaking Table Tests In The Centrifuge. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1995, n. 529 ( 1995).

    https://doi.org/10.2208/jscej.1995.529_29

  4. Sato, Masayoshi / Shamoto, Yasuhiro / Zhang, Jian-min / Hayashi, Koshiro (1995): Aseismic Evaluation Of Geogrid-reinforced Embankments With Steep Slope Using Centrifuge Modeling. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1995, n. 523 (septembre 1995).

    https://doi.org/10.2208/jscej.1995.523_151

  5. Sato, Masayoshi (1997): Reproduction Of Seismic Liquefaction Damage To Caisson Type Quay Wall And Its Neighboring Pile Foundation In A Centrifuge Model. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 582 ( 1997).

    https://doi.org/10.2208/jscej.1997.582_295

  6. Sato, Masayoshi / Taji, Youichi (1998): Centrifuge Modeling Of A Soil-pile-structure System During Seismic Ground Liquefaction. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 596 (juin 1998).

    https://doi.org/10.2208/jscej.1998.596_317

  7. Ogasawara, Masafumi / Sato, Masayoshi / Tani, Kazuhiro (2000): Reproduction Of Lateral Ground Deformation And Lateral-flow Earth Pressures Acting On Pile Foundations Using Centrifuge Modeling. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 645 (mars 2000).

    https://doi.org/10.2208/jscej.2000.645_115

  8. Suzuki, Motoyuki / Akiyama, Mitsuyoshi / Wang, Wei Lun / Sato, Masayoshi / Maeda, Naomi / Fujisawa, Yutaka (2003): SHEAR STRENGTH OF RC BEAMS WITHOUT STIRRUP USING HIGH-STRENGTH CONCRETE OF COMPRESSIVE STRENGTH RANGING TO 130MPa. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 739 (août 2003).

    https://doi.org/10.2208/jscej.2003.739_75

  9. Akiyama, Mitsuyoshi / Hong, Kee-Nam / Sato, Masayoshi / Suzuki, Masaru / Maeda, Naomi / Suzuki, Motoyuki (2004): Effect Of Transverse Reinforcement On Behavior Of High Strength Concrete Columns Under Concentric Compression And Its Modeling Of Stress-strain Relationship. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 753 (février 2004).

    https://doi.org/10.2208/jscej.2004.753_137

  10. Shamoto, Yasuhiro / Sato, Masayoshi / Zhang, Jian-min (1996): Simplified Estimation of Earthquake-Induced Settlements in Saturated Sand Deposits. Dans: Soils and Foundations, v. 36, n. 1 (mars 1996).

    https://doi.org/10.3208/sandf.36.39

  11. Tokimatsu, Kohji / Suzuki, Hiroko / Sato, Masayoshi (2005): Effects of inertial and kinematic interaction on seismic behavior of pile with embedded foundation. Dans: Soil Dynamics and Earthquake Engineering, v. 25, n. 7-10 (août 2005).

    https://doi.org/10.1016/j.soildyn.2004.11.018

  12. He, Liangcai / Elgamal, Ahmed / Abdoun, Tarek / Abe, Akio / Dobry, Ricardo / Hamada, Masanori / Menses, Jorge / Sato, Masayoshi / Shantz, Thomas / Tokimatsu, Kohji (2009): Liquefaction-Induced Lateral Load on Pile in a Medium DrSand Layer. Dans: Journal of Earthquake Engineering, v. 13, n. 7 ( 2009).

    https://doi.org/10.1080/13632460903038607

  13. Fukutake, Kiyoshi / Ohtsuki, Akira / Sato, Masayoshi / Shamoto, Yasuhiro (1990): Analysis of saturated dense sand-structure system and comparison with results from shaking table test. Dans: Earthquake Engineering and Structural Dynamics, v. 19, n. 7 (octobre 1990).

    https://doi.org/10.1002/eqe.4290190705

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