摘要
本文作者在冷轧带肋钢筋砼连续梁实验的基础上，结合它与冷轧带肋钢筋砼连续板的异同点，分析了冷轧带肋钢筋砼连续板的内力重分布规律，提出了合适的调幅系数，并在此基础上给出了冷轧带肋钢筋砼连续板的弹塑性内力系数。
On the basis of experimentation of Cold Rolled Ribbed Concrete Reinforcement (CRRCR for short) continuous beams.and difference between CRRCR continuous beams with CRRCR continuous slabs,this paper analyses the rule of re distribution of plastic inner force of CRRCR continuous slabs,presents appropriate moment adjusted coeffient,and presents the plasticity inner force coefficient of CRRCR continuous slabs.
出处
《四川建筑科学研究》
1999年第4期18-22,共5页
Sichuan Building Science
关键词
冷轧带肋钢筋
连续板
混凝土
弹塑性内力系数
cold rolled ribbed steel bar, continuous slabs,re distribution of plastic inner force, inner force coefficient
