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钢筋混凝土柱破损检验与评估的理论及试验研究
引用本文:宋章树,沈蒲生.钢筋混凝土柱破损检验与评估的理论及试验研究[J].湖南大学学报(自然科学版),1995,22(4):116-121.
作者姓名:宋章树  沈蒲生
作者单位:湖南大学土木工程系
摘    要:本文研究混凝土压弯曲构年的振动特性与静力特性的对应关系和混凝土结构破损评估的振动测试方法,在试验研究的基础上,提出了两端带弹簧的试验柱简化计算模型,并构造了简化模型边界支承刚度的识别方法;以实测频率为依据,提出了试验柱刚度识别的单参数法,并同时以静力数据和动力数据为依据,对试验柱的损伤进行了评估,得到了较为满意的结果。

关 键 词:钢筋混凝土柱  边界条件  参数识别

Theory and Test Investigation of Damage Detection and Assessment of RC Columns
Song Zhangshu Shen Pusheng Yi Weijian.Theory and Test Investigation of Damage Detection and Assessment of RC Columns[J].Journal of Hunan University(Naturnal Science),1995,22(4):116-121.
Authors:Song Zhangshu Shen Pusheng Yi Weijian
Abstract:This paper investigates the relationship of dynamic and static characteristics of RC columns under eccentric loading and the vibration testing method of the damage assessment of RC structures. Based on the study of the tests,a simplified computational model of the tested columns with two springs at both ends and an identificationmethod on the boundary bearing stiffness of the system model are presented.Accordingto the tested frequences,a single parameter method is proposed for identificating thestiffness of the columns. Satisfactory results are achieved from the damage assessment ofthe columns,which is based on both the static and the dynamic test results.
Keywords:RC columns  boundary condition  parameter identification
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