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首页> 外文期刊>Journal of Composites for Construction >Closure to 'Design Approach for Calculating Deflection of FRP-Reinforced Concrete' by Peter H. Bischoff and Shawn P. Gross
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Closure to 'Design Approach for Calculating Deflection of FRP-Reinforced Concrete' by Peter H. Bischoff and Shawn P. Gross

机译:Peter H. Bischoff和Shawn P. Gross的“计算FRP钢筋混凝土挠度的设计方法”的结尾

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摘要

The writers thank the discussers for taking the time to express their thoughts on the subject presented in the original paper. A reliable approach for computing deflection of FRP reinforced concrete is important, given that serviceability most often governs design (Veysey and Bischoff 2011). Comments requiring clarification include the three deflection models evaluated in the discussion and conclusions about their applicability to design based on the statistical evaluation presented in the discussion.
机译:作者感谢讨论者花时间表达他们对原始论文提出的想法。鉴于可维修性通常由设计决定(Veysey and Bischoff 2011),因此一种可靠的计算FRP钢筋混凝土挠度的方法很重要。需要澄清的意见包括讨论中评估的三个挠度模型,以及在讨论中提出的基于统计评估的关于其设计适用性的结论。

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  • 来源
    《Journal of Composites for Construction》 |2013年第1期|164-165|共2页
  • 作者单位

    Dept. of Civil Engineering, Univ. of New Brunswick, P.O. Box 4400, Fredericton, NB, Canada E3B 5A3;

    Dept. of Civil and Environmental Engineering, Villanova Univ., 800 Lancaster Ave., Villanova, PA 19085;

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