K. Suhara
- 3体の鉄筋コンクリート梁による曲げひび割れの評価 (An Estimation Method of Flexural Crack Behaviors Using 3 Reinforced and Chemically Prestressed Concrete Beams). Dans: Concrete Journal (JCI), v. 54, n. 3 ( 2016). (2016):
- 高強度コンクリートを用いたPPC梁の曲げひび割れ性状 (Flexural Crack Behaviors of Partially Pre-stressed High Strength Concrete Beams). Dans: Concrete Journal (JCI), v. 53, n. 3 ( 2015). (2015):
- 超高強度繊維補強コンクリート(UFC)を場所打ちで施工したPC橋─小滝川橋─ (Application of Cast-in-place Method of Ultra High Strength Fiber Reinforced Concrete to PC Bridge). Dans: Concrete Journal (JCI), v. 53, n. 7 ( 2015). (2015):
- PC鋼材の付着性能が異なるPPC梁の曲げひび割れ性状 (Flexural Crack Behaviors of Partially Prestressed Concrete Beams with Different Bond Performance). Dans: Concrete Journal (JCI), v. 53, n. 6 ( 2015). (2015):
- 矩形断面RC梁の曲げひび割れ幅に及ぼすプレストレインの影響評価 (Evaluation of Pre-Strain of Reinforcing Bars on Flexural Crack Widths of Rectangular Cross Section Reinforced Concrete Beams). Dans: Concrete Journal (JCI), v. 53, n. 2 ( 2015). (2015):
- 矩形断面RC梁の曲げひび割れ幅算定式の適用性評価 (Evaluation of Bending Crack Width Calculation Formulas for Rectangular Cross-Section Reinforced Concrete Beams). Dans: Concrete Journal (JCI), v. 52, n. 11 ( 2014). (2014):