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SHEAR CAPACITY CALCULATION METHOD AND PRESTRESSED CONCRETE BEAM

机译:抗剪承载力计算方法和预应力混凝土梁

摘要

PROBLEM TO BE SOLVED: To provide a shear capacity calculation method which can prevent the quantity of shear reinforcement from becoming excessive.;SOLUTION: A shear capacity calculation method for a prestressed concrete beam which has hole parts as a plurality of through-holes arranged in line calculates a shear capacity of a truss mechanism at the hole parts, calculates a shear capacity of a strut that is part of a truss mechanism imagined crossing between the hole parts, and calculates a shear capacity of an arch mechanism imagined consisting of a top chord and a bottom chord at the hole parts. Finally, the shear capacity of the beam is obtained as the sum of the shear capacity of the truss mechanism at the hole parts, the shear capacity of the strut crossing between the hole parts, and the shear capacity of the arch mechanism.;COPYRIGHT: (C)2012,JPO&INPIT
机译:解决的问题:提供一种能够防止剪切钢筋的数量过多的剪切能力的计算方法。行计算出在孔部处的桁架机构的抗剪承载力,计算作为在孔部之间交叉的桁架机构的一部分的支柱的抗剪承载力,并计算出由顶弦组成的拱形机构的抗剪承载力底部的孔和弦。最后,梁的抗剪承载力是桁架机构在孔部位的抗剪承载力,跨孔构件的支撑杆的抗剪承载力和拱形机构的抗剪承载力的总和。 (C)2012,日本特许厅&INPIT

著录项

  • 公开/公告号JP2012158917A

    专利类型

  • 公开/公告日2012-08-23

    原文格式PDF

  • 申请/专利权人 TAISEI CORP;

    申请/专利号JP20110019501

  • 申请日2011-02-01

  • 分类号E04C3/26;E04B1/22;

  • 国家 JP

  • 入库时间 2022-08-21 17:44:25

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