摘要
简要介绍了劲性钢筋混凝土偏心受压构件正截面承载力试验研究成果,并在此基础上提出了与我国规范体系相一致的计算方法。该方法能适应型钢各种位置的变化,与试验结果相吻合,可供设计人员使用。
The paper introduces an experimental study of load capacity of eccentrically compressive elements of steel reinforced concrete. Based on the experimental results, a calculation method, which is compatible with chinese code system for design of RC structures, is presented. The method is suitable for various arrangement of shaped steel in a cross-section and can be provided for design.
出处
《建筑科学》
1992年第4期25-30,共6页
Building Science
