H. Takeuchi
- Structural analysis and evaluation of actual PC bridge using 950 keV/3.95 MeV X-band linacs. Dans: Journal of Physics: Conference Series, v. 874 (juillet 2017). (2017):
- 再生骨材Mを用いたコンクリートの適用部位拡大に向けた取組み (Toward Expanding the Scope of Application of Concrete Using Recycled Aggregate Class M). Dans: Concrete Journal (JCI), v. 54, n. 11 ( 2016). (2016):
- 収縮低減型高流動コンクリートを用いた外付け耐震改修工事 (External Seismic Retrofitting Using Reduced-Shrinkage High-Flow Concrete). Dans: Concrete Journal (JCI), v. 53, n. 3 ( 2015). (2015):
- 張出し式PC橋りょう柱頭部への高流動コンクリートの適用 (Application of "Flowable Concrete" for the Upper Portions of Piers in Cantilevered Type of Prestressed Concrete Bridge). Dans: Concrete Journal (JCI), v. 33, n. 6 ( 1995). (1995):
- わが国初の傾斜主塔をもつPC斜張橋の施工 (Construction of Cable-Stayed Prestressed Concrete Bridge, Having Japan's First Independent Single Slanted Tower). Dans: Concrete Journal (JCI), v. 32, n. 8 ( 1994). (1994):
- 海外大型商業施設における大規模曲面部材の構築 (The Construction of Members which are Composed of Curved Surface on Large Scale for the Large Sized Commercial Establishment in Foreign Country). Dans: Concrete Journal (JCI), v. 49, n. 9 ( 2011). (2011):