摘要
本文在火灾后钢筋与混凝土应力一应变关系试验结果的基础上，通过大量数值计算，给出了火灾后钢筋混凝土构件的截面夸矩一曲率恢复力骨架曲线特征参数的统计公式，为利用杆系模型进行火灾后钢筋混凝土结构的地震反应分析并进行抗震加固奠定了某础。
Based on the test results of concrete and steel σ-ε curves and calculations, this paper puts forward the rcgression formulas for parameters of M- φ skeleton curve of R.C. members after fire, which provide a foundation for earthquakc response analysis and seismic retrofit of R.C. structures after fire.
出处
《哈尔滨建筑大学学报》
1996年第1期9-16,共8页
Journal of Harbin University of Civil Engineering and Architecture
基金
省自然科学基金
关键词
钢筋混凝土结构
火灾
抗震性能
抗震加固
reinforced concrete structures
fire
earthquake resistant behavior
