摘要
在总结现有钢筋混凝土框架结构震后损伤评估方法的基础上，结合结构抗震控制研究的新成果，提出一种新的结构震后损伤评估方法。该方法引入了框架结构层间屈服强度系数的概念，更适宜于框架结构震后的整体损伤评估。
On the basis of summing up the methods now available for assessing the injury degree of R/C frame structure, and combining with recent achievements of researchwork for structural control,a new method for assessing structural injury degree is presented. In this method,the concept of frame structural yield strength coefficient is introduced,so it is more applicable for assessing structural injury.
出处
《南京建筑工程学院学报》
1995年第4期8-13,共6页
Journal of Nanjing Architectural and Civil Engineering Institute(Natural Science)
