T. Shimazu
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- 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). In: Concrete Journal (JCI), v. 43, n. 7 ( 2005). (2005):
- 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). In: Concrete Journal (JCI), v. 44, n. 11 ( 2006). (2006):
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- 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.). In: Concrete Journal (JCI), v. 45, n. 6 ( 2007). (2007):
- 鉄筋コンクリート長柱の安定性 (Stability of Reinforced Concrete Slender Columns). In: Concrete Journal (JCI), v. 28, n. 10 ( 1990). (1990):
- Effective stress analyses of liquefaction-induced deformation in river dikes. In: Soil Dynamics and Earthquake Engineering, v. 22, n. 9-12 (October 2002). (2002):
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Evaluation of the performance of a suspension isolation system subjected to strong ground motion. In: Earthquake Engineering and Structural Dynamics, v. 27, n. 1 (January 1998).
https://doi.org/10.1002/(sici)1096-9845(199801)27:1<29::aid-eqe717>3.0.co;2-o
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