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Serviceability Based Design of Partially Prestressed Beams, Part 2 Computerized Design

机译:基于可维修性的部分预应力梁设计,第2部分计算机化设计

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>In Part 1 of a two-part report (published in the March-April PCI JOURNAL), the authors presented an accurate and rational method for the analysis and design of partially prestressed concrete beams. In  Part 2 (appearing in this issue), a computer program and a parametric study of the principal variables affecting partially prestressed beams are given and applied to standard precast concrete sections. >References>35. Naaman, Antoine E., and Siriaksorn, Amnuayporn, "Serviceability Based Design of Partially Prestressed Beams-Part 1: Analytic Formulation," PCI JOURNAL, V. 24, No. 2, March- April 1979,  pp. 64-89. >36. Nawy, E. G., and Potyondy, J. G., href="http://dx.doi.org/10.14359/11334 " title=""Flexural Cracking Behavior of Pretensioned, Prestressed Concrete I- and T-Beams,"" target="_blank">"Flexural Cracking Behavior of Pretensioned, Prestressed Concrete I- and T-Beams," ACI Journal, Proceedings, V. 68, No. 5, May 1971, pp. 355-360. >37. Trost,  ., "The Calculation of Deflection of Reinforced Concrete Members - A Rational Approach," Adrian Pauw Symposium on Designing for Creep and Shrinkage, ACI Convention, Houston,  October 1978. >38. Brondum-Nielsen, T.,href="http://dx.doi.org/10.14359/6943 " title=" "Stress Analysis of Concrete Sections Under Service Loads,"" target="_blank"> "Stress Analysis of Concrete Sections Under Service Loads," ACI Journal, V. 76, No. 2, February 1979, pp. 195-211. >39. Hill, A. H., "Partial Prestressing - Is There Need for a Guide to Good Practice,"  FIP Notes 73, March-April 1978, pp. 6-11.>40. Magura, D., and Hognestad, E., "Testsof Partially Prestressed Concrete  Girders," Journal of the Structural Division, ASCE, No. ST1, February1966, pp. 327-343. style="text-align: left;">41. Stevens, R. F., "Tests on Prestressed Reinforced Concrete Beams," Concrete, V. 3, No. 11, November 1969,  pp. 457-462. 
机译:>在由两部分组成的报告的第一部分(于3月至4月的PCI杂志上发表)中,作者提出了一种用于分析和设计部分预应力混凝土梁的准确,合理的方法。在第2部分(此问题中出现)中,给出了计算机程序和对影响部分预应力梁的主要变量的参数研究,并将其应用于标准预制混凝土截面。 >参考 > 35。 Natoman,Antoine E.和Siriaksorn,Amnuayporn,“基于服务性的部分预应力梁的设计-第1部分:分析公式”,《 PCI杂志》,第24卷,第2期,1979年3月至4月,第64-89页。 > 36。例如,Nawy,EG和Potyondy,JG,href =“ http://dx.doi.org/10.14359/11334” title =“”预张紧,预应力混凝土工字钢和T型梁的挠曲开裂行为“”目标=“ _ blank”>“预拉伸,预应力混凝土工字梁和T型梁的挠曲开裂行为”, ACI杂志,会议录,第68卷,第5期,1971年5月,第355-360页。 > 37。特洛斯特(Trost),“钢筋混凝土构件挠度的计算-一种合理的方法”,关于蠕变和收缩设计的Adrian Pauw专题讨论会,ACI公约,休斯顿,1978年10月。 > 38。 Brondum-Nielsen,T.,href="http://dx.doi.org/10.14359/6943“title=""服务荷载作用下混凝土截面的应力分析""target="_blank">”应力分析”,ACI Journal,第76卷,第2期,1979年2月,第195-211页。 > 39。 Hill,A.H.,《部分预应力-是否需要良好实践指南》,FIP注释73,1978年3月至4月,第6-11页。 > 40。 Magura,D.和Hognestad,E.,“部分预应力混凝土大梁的测试”,结构分部杂志,ASCE,编号ST1,1966年2月,第327-343页。 style =“ text-align:left;”> 41。史蒂文斯(Stevens),R. F.,《预应力钢筋混凝土梁的试验》,《混凝土》,第3卷,第11期,1969年11月,第457-462页。

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