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首页> 外文期刊>Journal of structural engineering >Closure to Retrofit of Reinforced Concrete Columns Using Partially Stiffened Steel Jackets' by Yan Xiao and Hui Wu
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Closure to Retrofit of Reinforced Concrete Columns Using Partially Stiffened Steel Jackets' by Yan Xiao and Hui Wu

机译：用部分加劲的钢夹套封闭钢筋混凝土柱的施工结束”，阎晓，吴辉

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摘要

The writers are pleased about the discussers' attention to our paper and would like to use this opportunity to clarify several issues. Both the writers and the discussers appear to be in good agreement in recognizing the stiffness of the confinement elements and made individual attempts to develop more efficient details. The writers would like to reiterate their views on confinement (Xiao et al. 1991; Xiao and Wu 2000). We believe that there are two most important issues involved in confinement design for a concrete column, i.e., the confining stiffness and the confining strength or limit of the confinement elements, such as tubes, hoops, etc. Actually, the main focus of the paper was on confining strength. The writers proposed a limit design procedure to design the confinement elements based on the required confining pressure derived from the seismic design specification of the current ACI 318 code. The writers would like to comment on the following three issues raised by the discussers.
机译：作者对讨论者对我们论文的关注感到高兴，并希望借此机会澄清一些问题。作者和讨论者在认识到约束元素的刚度方面似乎都达成了一致，并做出了各自的尝试来开发更有效的细节。作者想重申他们对限制的观点（Xiao et al。1991; Xiao and Wu 2000）。我们认为，混凝土柱的约束设计涉及两个最重要的问题，即约束刚度和约束强度或约束元素（例如管，箍等）的极限。实际上，本文的主要重点在限制力量上。作者提出了一种极限设计程序，用于根据从当前ACI 318规范的抗震设计规范中得出的所需围压来设计围岩元素。作者想对讨论者提出的以下三个问题发表评论。

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