M. Kato
- Effect of compression Residual Stress on Fatigue Properties of Stainless Cast Steel. In: Procedia Structural Integrity, v. 2 ( 2016). (2016):
- コンクリート充填2重鋼管構造を有する橋脚の耐震性能 (Seismic Performance of Concrete Filled Double Steel Tube Pier). In: Concrete Journal (JCI), v. 54, n. 9 ( 2016). (2016):
- 主要構造部材を環境配慮型コンクリートで構築した建築物の実現とCO₂削減効果 (Realization of Office Building with Structural Member Using Environment-conscious Concrete, and CO₂ Reduction Effect of that Building). In: Concrete Journal (JCI), v. 52, n. 6 ( 2014). (2014):
- 設計基準強度300N/mm²のコンクリートを用いたRC細柱の開発と適用 (Development and Application of Slender Columns using Concrete with Design Strength of 300 MPa). In: Concrete Journal (JCI), v. 51, n. 12 ( 2013). (2013):
- フライアッシュを多量に使用した高流動コンクリートの配合設計法の一提案と強度特性 (High-Fluidity Concrete Containing a Large Amount of Fly Ash, 40-70%). In: Concrete Journal (JCI), v. 38, n. 6 ( 2000). (2000):
- エクストラドーズド橋の新しいサドル構造の開発と実橋への適用 (Concept of Single Duct Structure in Saddle System). In: Concrete Journal (JCI), v. 47, n. 2 ( 2009). (2009):
- Wind tunnel blockage effects on drag coefficient and wind-induced vibration. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 42, n. 1-3 (October 1992). (1992):
- Multi-surface model application to beam-columns subjected to cyclic loads. In: Journal of Constructional Steel Research, v. 7, n. 4 (January 1987). (1987):