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Development of a rational design methodology for preoast concrete slender spandrel beams: Part 2, analysis and design guidelines

机译:预制混凝土细长跨度梁合理设计方法的开发:第2部分,分析和设计指南

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This paper summarizes the results of an analytical research program undertaken to develop a rational design procedure for normalweight precast concrete slender spandrel beams. The analytical and rational models use test results and research findings of an extensive experimental program presented in the companion paper "Development of a Rational Design Methodology for Precast Concrete Slender Spandrel Beams: Part 1, Experimental Results," which appeared in the Spring 2011 issue of PCI Journal. The overall research effort demonstrated the validity of using open web reinforcement in precast concrete slender spandrel beams and proposed a simplified procedure for design. The webs of such slender spandrels, particularly in their end regions, are often heavily congested with reinforcing cages when designed with current procedures. The experimental and analytical results demonstrate that open web reinforcement designed according to the proposed procedure is safe and effective and provides an efficient alternative to traditional closed stirrups for precast concrete slender spandrel beams..
机译:本文总结了一项分析研究计划的结果,该研究计划旨在开发一种合理的预制重量的预应力混凝土细长拱形梁设计程序。解析模型和理性模型使用测试结果和大量实验程序的研究结果,该程序在随附的论文“预制混凝土细长型钢梁的合理设计方法的开发:第1部分,实验结果”中发表,该论文发表于2011年春季, PCI Journal。总体研究成果证明了在预制混凝土细长翼梁中使用开放式腹板加固的有效性,并提出了简化的设计程序。当按照当前的程序设计时,这种细长的翼d的腹板,特别是在其端部区域,经常被加固笼严重拥挤。实验和分析结果表明,根据所提出的程序设计的开放式腹板钢筋是安全有效的,并为预制混凝土细长拱形梁的传统封闭式箍筋提供了有效的替代方案。

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