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Special confinement reinforcement in RC columns and shear walls

机译:钢筋混凝土柱和剪力墙中的特殊约束钢筋

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摘要

IS 13920 code on ductile detailing has not been revised since 1993. An equation is provided in IS 13920 to determine the area of one leg of the special confinement reinforcement in a column or wall section. A cross-tie needs to be provided in order to reduce the value of spacing 'h'. The ACI318 code has been revised in 2008. The ACI equation gives the total area of transverse reinforcement per unit height rather than the area of one leg only as is the case with IS 13920. ACI provides a different equation to determine lateral reinforcement in walls which is more economical. Based on the results presented in this paper, it can be concluded that there is a need to revise the clauses related to confinement of reinforcement for columns and shear walls in IS 13920 to make them clearer, economical and more user friendly for placement at site.
机译:自从1993年以来,关于延性细化的IS 13920法规就没有进行过任何修改。IS13920中提供了一个方程式,用于确定柱子或墙体截面中特殊约束钢筋的一条支腿的面积。为了减小间隔“ h”的值,需要提供交叉领带。 ACI318规范于2008年进行了修订。ACI公式给出了单位高度的横向钢筋总面积,而不是像IS 13920那样仅给出一条腿的面积。ACI提供了不同的公式来确定墙体的横向钢筋,更经济。根据本文提供的结果,可以得出结论,有必要修改IS 13920中与柱和剪力墙的钢筋限制有关的条款,以使它们在现场放置时更清晰,经济且对用户更友好。

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