冯  鹏  叶列平  庄崖屏
    (清华大学土木工程系  北京 100084)

[提要]  通过计算分析比较，针对现行规范GBJ10-89中适用于环形截面偏心受压构件的设计计算公式，对高强混凝土的适用性进行了讨论，并给出了有关简化设计建议。
[关键词]  高强混凝土 环形截面 偏心受压构件 正截面承载力

The applicability of the design fonnulae for eccenirically compressed ring-section members of high-strength concrete in the current code (GBJl0-89)is discussed. A desiW suggestion is given.
Keywords: high-strength concrete;nonnal section strength; ring-section; eccentrically compressed member