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T. Shimazu

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. Shimazu, T. (2003): 中国の建築耐震設計法 (Aseismic Design of Building Structures in China). Dans: Concrete Journal (JCI), v. 41, n. 6 ( 2003).

    https://doi.org/10.3151/coj1975.41.6_9

  2. Shimazu, T. (2004): 2001.9.11建築物崩壊大事件の構造的調査概況 (Outline of the Structural Investigations into the Buildings' Performance during the Events of September 11, 2001). Dans: Concrete Journal (JCI), v. 42, n. 11 ( 2004).

    https://doi.org/10.3151/coj1975.42.11_15

  3. Shimazu, T. (2004): 建築耐震問題の国際的状況 (Survey on the International State of Seismic Vulnerability of Building Structures). Dans: Concrete Journal (JCI), v. 42, n. 7 ( 2004).

    https://doi.org/10.3151/coj1975.42.7_9

  4. Shimazu, T. (2005): 上下地震動の特徴と日中米3国の建築設計各規準における同地震動に対する耐震規定について (On the Characteristics of Vertical Ground Motions Induced by Earthquakes and the Seismic Provisions regarding Vertical Ground Motions in Each Building Code of Japan, China and U.S.A.). Dans: Concrete Journal (JCI), v. 43, n. 11 ( 2005).

    https://doi.org/10.3151/coj1975.43.11_12

  5. Shimazu, T. (2005): 国際的に観た耐風設計規準と超超高層建物の構造設計事例について (A Remark on Both the Major International Wind Design Building Codes & Standards and the Structural Design Criteria adopted for Several Recently Constructed Ultra-Tall Buildings in Asia). Dans: Concrete Journal (JCI), v. 43, n. 7 ( 2005).

    https://doi.org/10.3151/coj1975.43.7_19

  6. Shimazu, T. (2006): 日米12層事務所建築の両耐震設計例の比較 (Seismic Comparison between the Two 12-story-office Building Examples Designed in Accordance with the Seismic Provisions of Japan and U.S. Codes respectively). Dans: Concrete Journal (JCI), v. 44, n. 11 ( 2006).

    https://doi.org/10.3151/coj1975.44.11_3

  7. Shimazu, T. (2006): 日米の両建築耐震設計法 (Outline of the Seismic Provisions on both Japan and U.S. Building Codes). Dans: Concrete Journal (JCI), v. 44, n. 8 ( 2006).

    https://doi.org/10.3151/coj1975.44.8_16

  8. Shimazu, T. (2007): 国際的に観たRC造建物の震害からの教訓 (Lessons learned from the Earthquake Damages of Reinforced Concrete Building Structures in the Light of the International Point of View). Dans: Concrete Journal (JCI), v. 45, n. 8 ( 2007).

    https://doi.org/10.3151/coj1975.45.8_3

  9. Shimazu, T. (2007): 日米の最大級地震動の弾塑性変位応答スペクトルと中低層建物の耐震性について (On the Inelastic Displacement Response Spectra of the Maximum Ground Motions and the Seismic Safety of Low & Mid-rise Buildings in Japan and U.S.). Dans: Concrete Journal (JCI), v. 45, n. 6 ( 2007).

    https://doi.org/10.3151/coj1975.45.6_18

  10. Shimazu, T. / Fukuhara, Y. (1990): 鉄筋コンクリート長柱の安定性 (Stability of Reinforced Concrete Slender Columns). Dans: Concrete Journal (JCI), v. 28, n. 10 ( 1990).

    https://doi.org/10.3151/coj1975.28.10_17

  11. Ozutsumi, O. / Sawada, S. / Iai, S. / Takeshima, Y. / Sugiyama, W. / Shimazu, T. (2002): Effective stress analyses of liquefaction-induced deformation in river dikes. Dans: Soil Dynamics and Earthquake Engineering, v. 22, n. 9-12 (octobre 2002).

    https://doi.org/10.1016/s0267-7261(02)00133-1

  12. Bakhshi, A. / Araki, H. / Shimazu, T. (1998): Evaluation of the performance of a suspension isolation system subjected to strong ground motion. Dans: Earthquake Engineering and Structural Dynamics, v. 27, n. 1 (janvier 1998).

    https://doi.org/10.1002/(sici)1096-9845(199801)27:1<29::aid-eqe717>3.0.co;2-o

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