您现在的位置:建筑结构>> 期 刊>> 1996年>> 第08期>>正文内容
预应力和部分预应力混凝土柱轴压比限值
卢 玲
摘 要

     卢  玲
    (中国建筑技术研究院 北京 100044)

[提要]  对预应力和部分预应力混凝土柱轴压比限值计算公式进行了理论推导,并计算出具体数值,与普通钢筋混凝土柱进行了对比分析,同时还指出了有关影响因素。可供设计地震区预应力和部分预应力混凝土柱时参考。
[关键词]  预应力混凝土 柱 轴压比 抗震设计

The calculate formula of the limitation for axial compressive force N and bhfe of the prestressed and partially prestressed concrete column was theoretically developed, and the detailed count was computed in this article. The compare with reinforced concrete column was analyzed, also the relative affecting factors had been indicated in this article. These results can be referenced for the design of PC and PPC column.
Keywords: partially prestressed concrete; column; axial compression ratio

下载地址

    你还没注册?或者没有登录?这篇论文要求至少是本站的注册会员才能阅读!

    如果你还没注册,请赶紧点此注册吧!

    如果你已经注册但还没登录,请赶紧点此登录吧!