摘要
根据已有的钢筋混凝土柱双向拟静力实验研究的结果,给出了一种考虑双向弯曲耦合作用和轴力变化的弹塑性分析方法,该方法根据弹性状态下的曲率分布,近似计算钢筋混凝土柱发生塑性变形后的曲率,从而省去了弹塑性分析过程逐步积分试算杆端曲率的过程。本文通过计算结果与实验结果的比较,证实了该方法既能大量节省计算机的存储空间、提高计算速度,同时又能够保证计算结果的有效性和准确性,若将此方法用于结构的整体计算中,将大大提高计算精度和计算效率。
Based on the previous quasi-static test researches of reinforced co ncrete columns under biaxial loading, a simplified plastoelastic analysis method in consideration of the coupling effect of biaxial bending and variation of axi al force is presented. This method employs the elastic curvature distribution to approximately calculate the plastic curvature, so it successfully avoids the it erative procedure and improves the calcula tional efficiency. At last, the accur acy of the method has been verified by comparisons between experimental and calc ulational results of 7 RC column specimens. If the method is applied to structur al integral calculation, the calculational accuracy and efficiency will be large ly improved.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
2004年第5期85-91,共7页
Journal of Building Structures
基金
国家自然科学基金资助项目(50178041)
