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Home > Urban and Rural Studies > 2018 No.12 > 某超高层住宅结构关键问题分析

  • 某超高层住宅结构关键问题分析

    Author(s)：

    熊会子

    Publication Title：

    Urban and Rural Studies 2018 No.12

    Affiliations：

    江西同济建筑设计咨询有限公司

    Abstract：

    某高层住宅初步设计有两个结构体系.甲为剪力墙结构,属B级高度超限建筑;乙为框剪结构,属超B级高度超限建筑.设计采用SATWE程序对两个方案进行小震作用下的弹性计算比较,最终选用框剪结构方案.该项目针对超限结构采取的方案比选方法可供类似超限高层结构设计参考.项目为超高层住宅,地上46层,房屋高度为148.65m.一般而言,板式高层住宅多采用剪力墙结构.初设时,结构方案有两个,甲为剪力墙结构,乙为框-剪结构.根据抗规、高规及建质[2010]109号文的规定,甲属B级高度超限建筑,乙属超B级高度超限建筑.设计采用SATWE程序进行小震反应谱弹性计算对比分析,综合考虑后选用B方案.

    Keywords：

    超高层;结构;关键问题

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    [1] 熊会子.某超高层住宅结构关键问题分析[J].Urban and Rural Studies,2018(12),.

城镇建设
Urban and Rural Studies

Language: 中文

CN：10-1589/TU

ISSN：2096-6539

Publication Frequency: 半月刊

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