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关于高层建筑结构设计中的某些问题
引用本文:陈子超,郑明馨.关于高层建筑结构设计中的某些问题[J].辽宁大学学报(自然科学版),2001,28(3):284-286.
作者姓名:陈子超  郑明馨
作者单位:1. 沈阳市民用建筑设计研究院,
2. 沈阳市住宅二公司,
摘    要:结合工程设计中对钢筋砼高层建筑设计中一些问题进行探讨,提出在柱轴压比计算中应考虑钢筋的作用以及应按实际情况对高层建筑剪力墙暗柱面积合理取值,并指出结构抗震概念设计的重要性,从而掌握结构受力的规律和真实情况。

关 键 词:柱轴压比  剪力墙  深连梁转化  三强三弱  高层建筑  结构设计
文章编号:1000-5846(2001)03-0284-03
修稿时间:2001年5月21日

Some Problems in Design of the High Floor Structure
CHEN Zichao ,ZHENG Mingxin .Shenyang Civil Construction Design Institute,Liaoning,Shenyang , .Shenyang Residence No. Company,Liaoning,Shenyang.Some Problems in Design of the High Floor Structure[J].Journal of Liaoning University(Natural Sciences Edition),2001,28(3):284-286.
Authors:CHEN Zichao  ZHENG Mingxin Shenyang Civil Construction Design Institute  Liaoning  Shenyang  Shenyang Residence No Company  Liaoning  Shenyang
Institution:CHEN Zichao 1,ZHENG Mingxin 21.Shenyang Civil Construction Design Institute,Liaoning,Shenyang 110014, 2.Shenyang Residence No.2 Company,Liaoning,Shenyang 110014
Abstract:We approach some problems related to the high floor constructure design of reinforced concrete in engineering design, which should consider reinforced function in the computation of column shaft compression ratio and the actual conditions.It should take the value rationally for shearing stress on the strong hidden column area of high floor construction. We also point out the importance of stractural anti seismic concept design, so that the principles of structure bearing stress and real conditions can be controled.
Keywords:column shaft compression ratio  taking value of shearing stress strong hidden column area  changing of deep commecting frame  three strength and three weakness  
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