ひずみ硬化型繊維補強セメント複合材料の付着性状 Shih-Ho Chao,Antoine E.Naaman and Gustavo J.Parra-Montesinos:Bond Behavior of Reinforcing Bars in Tensile Strain-Hardening Fiber-Reinforced Cement Composites [ACI Structural Journal, Vol.106, No.6, November-December 2009,pp.897-906
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ひずみ硬化型繊維補強セメント複合材料の付着性状 Shih-Ho Chao,Antoine E.Naaman and Gustavo J.Parra-Montesinos:Bond Behavior of Reinforcing Bars in Tensile Strain-Hardening Fiber-Reinforced Cement Composites [ACI Structural Journal, Vol.106, No.6, November-December 2009,pp.897-906
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束ね鉄筋の重ね継手の評価 Tarek R. Bashandy:Evaluation of Bundled Bar Lap Splices [ACI Structural Journal, Vol.106, No.2, March-April, 2009, pp.215-221](構造,文献抄録)
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非金属補強筋の付着強度 Christopher P. Mosley,A. Koray Tureyen,and Robert J. Frosch:Bond Strength of Nonmetallic Reinforcing Bars [ACI Structural Journal,Vol.105,No.5,September-October,2008,pp.634-642](構造,文献抄録)
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せん断破壊が卓越するRC造骨組みの耐震性能に関する実験的検討, Kien Vinh Duong/Shamim A. Skeikh/Frank J. Vecchio: Seismic Behavior of Shear-Critical Reinforced Concrete Frame: Experimental Investigation [ACI Structural Journal, Vol.104, No.3, 2007, pp.304-312](構造,文献抄録)
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鋼繊維補強コンクリート梁のせん断強度, Gustavo J. Parra-Montesions: Shear Strength of Beams with Deformed Steel Fibers[Concrete international, Vol.28, No.11, November 2006, pp.57-66](構造,文献抄録)
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鋼繊維補強プレストレストコンクリートT型梁のひび割れ幅, Job Thomas: Crack Width in Partially Prestressed T-Beams Having Steel Fibers [ACI Structural Journal, Vo.103, No.4 July-August 2006, pp.568-576](構造,文献抄録)
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重ね継手の付着強度, Erdem Canbay and Robert J. Frosch: Bond Strength of Lap-Spliced Bars[ACI Structural Journal, Vol.102, No.4, July 2005, pp.605-614](構造,文献抄録)
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HPFRCCを用いた境界梁の耐震性能に関する実験的研究, B. Afsin Canbolat, Gustavo J. Parra-Montesinos, and James K. Wight:[Experimental Study on Seismic Behavior of High-Performance Fiber-Reinforced Cement Composite Coupling Beams, ACI Structural Journal, Vol.102, No.1, Jan.2005,
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