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Masahiro Iida ORCID

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. Iida, Masahiro / Hakuno, Motohiko (1984): Study On Complexity Of Large Earthquakes. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1984, n. 350 (octobre 1984).

    https://doi.org/10.2208/jscej.1984.350_47

  2. Iida, Masahiro (1988): Preliminary Estimation Of Ability To Infer Earthquake Source Processes In Japanese Strong-motion Arrays. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1988, n. 398 (octobre 1988).

    https://doi.org/10.2208/jscej.1988.398_147

  3. Iida, Masahiro (1990): A First Estimation Of Resolving Power Of Strongmotion Array To Infer History Of Slip On Unidentified Earthquake Fault. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1990, n. 416 (avril 1990).

    https://doi.org/10.2208/jscej.1990.416_163

  4. Iida, Masahiro (2006): Three-Dimensional Linear and Simplified Nonlinear Soil Response Methods Based on an Input Wave Field. Dans: International Journal of Geomechanics, v. 6, n. 5 (septembre 2006).

    https://doi.org/10.1061/(asce)1532-3641(2006)6:5(342)

  5. Iida, Masahiro (2013): Three-Dimensional Finite-Element Method for Soil-Building Interaction Based on an Input Wave Field. Dans: International Journal of Geomechanics, v. 13, n. 4 (août 2013).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000232

  6. Iida, Masahiro / Iiba, Masanori / Kusunoki, Koichi / Miyamoto, Yuji / Isoda, Hiroshi (2015): Seismic Responses of Two RC Buildings and One Wood Building Based on an Input Wave Field. Dans: International Journal of Geomechanics, v. 15, n. 6 (décembre 2015).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000444

  7. Iida, Masahiro (2016): Three-Dimensional Nonlinear Soil Response Methods Based on a Three-Component Input Wave Field. Dans: International Journal of Geomechanics, v. 16, n. 1 (février 2016).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000482

  8. Iida, Masahiro (2017): 3D Methods for Examining Soil–Building Interaction for Nonlinear Soil Behavior Based on an Input Wave Field. Dans: International Journal of Geomechanics, v. 17, n. 3 (mars 2017).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000780

  9. Iida, Masahiro / Iiba, Masanori / Kusunoki, Koichi / Miyamoto, Yuji / Isoda, Hiroshi (2017): Relative Seismic Risk Evaluation of Various Buildings Based on an Input Wave Field. Dans: International Journal of Geomechanics, v. 17, n. 9 (septembre 2017).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000967

  10. Iida, Masahiro (2018): Soil–Building Interaction Analysis with Nearby Water Body, Based on an Input Wavefield. Dans: International Journal of Geomechanics, v. 18, n. 6 (juin 2018).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001168

  11. Iida, Masahiro (2020): 3D Complete Nonlinear Methods for Soil–Building Interaction Based on an Input Wavefield. Dans: International Journal of Geomechanics, v. 20, n. 3 (mars 2020).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001597

  12. Iida, Masahiro (2021): Interpretation of Japanese Wood Building Damage Based on Soil–Foundation Connection Modeling. Dans: International Journal of Geomechanics, v. 21, n. 1 (janvier 2021).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001888

  13. Iida, Masahiro (1998): Three-dimensional non-linear soil-building interaction analysis in the lakebed zone of Mexico city during the hypothetical Guerrero earthquake. Dans: Earthquake Engineering and Structural Dynamics, v. 27, n. 12 (décembre 1998).

    https://doi.org/10.1002/(sici)1096-9845(199812)27:12<1483::aid-eqe796>3.0.co;2-8

  14. Iida, Masahiro / Miyatake, Takashi / Shimazaki, Kunihiko (1988): Optimum strong-motion array geometry for source inversion. Dans: Earthquake Engineering and Structural Dynamics, v. 16, n. 8 (novembre 1988).

    https://doi.org/10.1002/eqe.4290160809

  15. Iida, Masahiro (1990): Optimum strong-motion array geometry for source inversion—II. Dans: Earthquake Engineering and Structural Dynamics, v. 19, n. 1 (janvier 1990).

    https://doi.org/10.1002/eqe.4290190105

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