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Masato Saitoh

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Shrestha, Naba Raj / Saitoh, Masato / Goit, Chandra Shekhar / Saha, Alok Kumer / Yokota, Ryoya (2023): Frequency- and intensity-dependent impedance functions of laterally loaded pile groups in cohesionless soil. In: Soils and Foundations, v. 63, n. 4 (August 2023).

    https://doi.org/10.1016/j.sandf.2023.101340

  2. Zafar, Usama / Goit, Chandra Shekhar / Saitoh, Masato / Fukuda, Riku (2023): Vertical impedance functions of pile groups under low-to-high loading amplitudes: numerical simulations and experimental validation. In: Earthquake Engineering and Engineering Vibration, v. 22, n. 3 (Mai 2023).

    https://doi.org/10.1007/s11803-023-2183-y

  3. Saitoh, Masato (2022): On the modeling of frequency- and intensity-dependent impedance functions at the head of horizontally loaded single piles. In: Soils and Foundations, v. 62, n. 2 (April 2022).

    https://doi.org/10.1016/j.sandf.2022.101107

  4. Zafar, Usama / Goit, Chandra S. / Saitoh, Masato (2022): Experimental and numerical investigations on vertical dynamic pile-to-pile interactions considering soil and interface nonlinearities. In: Bulletin of Earthquake Engineering, v. 20, n. 7 (April 2022).

    https://doi.org/10.1007/s10518-021-01186-x

  5. Saitoh, Masato / Nishimura, Akihiko / Watanabe, Hiroyuki (2003): Theoretical Evaluation Of Input Loss Reflected To Flexibility Of Deeply Embedded Foundations. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 731 (April 2003).

    https://doi.org/10.2208/jscej.2003.731_317

  6. Saitoh, Masato / Ikegame, Masaki / Tanamura, Shirou / Watanabe, Hiroyuki (2003): Evaluation Of Input Loss Of Deeply Embedded Foundations Reflected To Strain Dependency Of Soil. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 738 (Juli 2003).

    https://doi.org/10.2208/jscej.2003.738_219

  7. Saitoh, Masato / Watanabe, Hiroyuki (2003): Evaluation Of Input Loss Of Deeply Embedded Foundations Reflected To Slippage And Separation Between Soil And Foundation Wall. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 745 (Oktober 2003).

    https://doi.org/10.2208/jscej.2003.745_39

  8. Saitoh, Masato / Ikegame, Masaki / Tanamura, Shirou / Watanabe, Hiroyuki (2004): Evaluation Of Input Loss Of Deeply Embedded Rigid Foundations Under Compounded Nonlinear Conditions. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 759 (April 2004).

    https://doi.org/10.2208/jscej.2004.759_143

  9. Saitoh, Masato / Ikegame, Masaki / Tanamura, Shirou / Watanabe, Hiroyuki (2004): Experimental Research On Resonant Characteristic Of Deeply Embedded Circular Foundation-superstructure System Under Compounded Nonlinear Conditions. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 759 (April 2004).

    https://doi.org/10.2208/jscej.2004.759_131

  10. Saitoh, Masato / Watanabe, Hiroyuki (2004): Dynamic Stiffness And Damping Of Pile Foundations Affected By Slippage And Separation At Interfaces. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 766 (Juli 2004).

    https://doi.org/10.2208/jscej.2004.766_263

  11. Saitoh, Masato (2004): Evaluation Of Appropriate Diameter Of Pile Foundations Affected By Kinematic Interaction. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 766 (Juli 2004).

    https://doi.org/10.2208/jscej.2004.766_175

  12. Saitoh, Masato (2005): Appropriate Diameter Of Pile Foundations Affected By Kinematic And Inertial Interactions. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 787 ( 2005).

    https://doi.org/10.2208/jscej.2005.787_161

  13. Nepal, Sandhya / Saitoh, Masato (2020): Improving the performance of conventional base isolation systems by an external variable negative stiffness device under near-fault and long-period ground motions. In: Earthquake Engineering and Engineering Vibration, v. 19, n. 4 (Oktober 2020).

    https://doi.org/10.1007/s11803-020-0609-3

  14. Shrestha, Naba Raj / Saitoh, Masato / Saha, Alok Kumer / Goit, Chandra Shekhar (2021): Frequency- and intensity-dependent impedance functions of laterally loaded single piles in cohesionless soil. In: Soils and Foundations, v. 61, n. 1 (Februar 2021).

    https://doi.org/10.1016/j.sandf.2020.11.004

  15. Saitoh, Masato (2014): Formulas for Determining Structural Variables to Control the Maximum Deformations and Stored Energies in Structures with Elastic-Perfectly Plastic Springs under Monotonic Loading. In: Journal of Engineering Mechanics (ASCE), v. 140, n. 2 (Februar 2014).

    https://doi.org/10.1061/(asce)em.1943-7889.0000652

  16. Saitoh, Masato (2007): Simple Model of Frequency-Dependent Impedance Functions in Soil-Structure Interaction Using Frequency-Independent Elements. In: Journal of Engineering Mechanics (ASCE), v. 133, n. 10 (Oktober 2007).

    https://doi.org/10.1061/(asce)0733-9399(2007)133:10(1101)

  17. Hochi, Yudai / Murono, Yoshitaka / Saitoh, Masato / Goit, Chandra Shekhar (2019): Earthquake motion filtering effect by pile foundations considering nonlinearity of soil and piles. In: Soil Dynamics and Earthquake Engineering, v. 125 (Oktober 2019).

    https://doi.org/10.1016/j.soildyn.2019.105748

  18. Ullah, Md. Shajib / Kajiwara, Keisuke / Goit, Chandra Shekhar / Saitoh, Masato (2019): Frequency and intensity dependent dynamic responses of soil-steel pipe sheet pile (SPSP) foundation-superstructure system. In: Soil Dynamics and Earthquake Engineering, v. 125 (Oktober 2019).

    https://doi.org/10.1016/j.soildyn.2019.105730

  19. Goit, Chandra Shekhar / Saitoh, Masato / Mylonakis, George / Kawakami, Hideji / Oikawa, Hiroki (2013): Model tests on horizontal pile-to-pile interaction incorporating local non-linearity and resonance effects. In: Soil Dynamics and Earthquake Engineering, v. 48 (Mai 2013).

    https://doi.org/10.1016/j.soildyn.2013.02.002

  20. Goit, Chandra Shekhar / Saitoh, Masato / Mylonakis, George (2016): Principle of superposition for assessing horizontal dynamic response of pile groups encompassing soil nonlinearity. In: Soil Dynamics and Earthquake Engineering, v. 82 (März 2016).

    https://doi.org/10.1016/j.soildyn.2015.11.001

  21. Ullah, Md. Shajib / Yamamoto, Hiroki / Goit, Chandra Shekhar / Saitoh, Masato (2018): On the verification of superposition method of kinematic interaction and inertial interaction in dynamic response analysis of soil-pile-structure systems. In: Soil Dynamics and Earthquake Engineering, v. 113 (Oktober 2018).

    https://doi.org/10.1016/j.soildyn.2018.06.023

  22. Faghihnia Torshizi, Mostafa / Saitoh, Masato / Álamo, Guillermo M. / Goit, Chandra Shekhar / Padrón, Luis A. (2018): Influence of pile radius on the pile head kinematic bending strains of end-bearing pile groups. In: Soil Dynamics and Earthquake Engineering, v. 105 (Februar 2018).

    https://doi.org/10.1016/j.soildyn.2017.10.007

  23. Goit, Chandra Shekhar / Saitoh, Masato (2013): Model tests and numerical analyses on horizontal impedance functions of inclined single piles embedded in cohesionless soil. In: Earthquake Engineering and Engineering Vibration, v. 12, n. 1 (März 2013).

    https://doi.org/10.1007/s11803-013-0158-0

  24. Saitoh, Masato (2013): Lumped parameter models representing impedance functions at the end of a finite beam on a viscoelastic medium. In: Computers & Structures, v. 114 (Januar 2013).

    https://doi.org/10.1016/j.compstruc.2011.10.011

  25. Saitoh, Masato (2012): On the performance of gyro-mass devices for displacement mitigation in base isolation systems. In: Structural Control and Health Monitoring, v. 19, n. 2 (März 2012).

    https://doi.org/10.1002/stc.419

  26. Saitoh, Masato (2014): An external rotary friction device for displacement mitigation in base isolation systems. In: Structural Control and Health Monitoring, v. 21, n. 2 (Februar 2014).

    https://doi.org/10.1002/stc.1560

  27. Saitoh, Masato (2012): On the performance of lumped parameter models with gyro-mass elements for the impedance function of a pile-group supporting a single-degree-of-freedom system. In: Earthquake Engineering and Structural Dynamics, v. 41, n. 4 (10 April 2012).

    https://doi.org/10.1002/eqe.1147

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