摘要
应用动力节点加载法,将作用在桥梁上的交通荷载转化为等效节点荷载,再用两步构造法识别结构物理参数。第1步,用Newmark-β方法变换结构运动方程,并用结构的加速度响应求得变换空间内的位移、速度和加速度响应;第2步,基于最小二乘原理,构造出变换空间内求解结构参数的递推式,进行结构物理参数识别。数值模拟结果表明,在交通荷载作用下,该方法能够快速、准确地进行桥梁结构参数识别。
Based on the dynamic nodal loading approach,the traffic load excitation was transformed into the equivalent nodal excitation. Then,the two step identification method was used to identify structural parameters of a bridge. Firstly,the Newmark-β method was employed to transform the equation of structure motion,and a new form of motion equation came into being,and the measured acceleration was used to construct the displacement,velocity and acceleration responses in the transformed space. Secondly,the structural parameters were identified using the recurrence formula constructed by the least-square method. The method proposed in this paper offers an efficient approach for bridge structural parameter identification under traffic excitation. The numerical simulation results show that the method can identify the structural parameters of a bridge excited by traffic loads accurately and rapidly.
出处
《振动．测试与诊断》
EI
CSCD
北大核心
2009年第4期383-387,共5页
Journal of Vibration,Measurement & Diagnosis
基金
国家"八六三"计划资助项目(编号:2006AA04Z437)
国家自然科学基金资助项目(编号:50878184
50875212)
西北工业大学研究生创业种子基金资助项目(Z200929)
关键词
交通荷载
参数识别
两步构造法
最小二乘原理
变换空间
桥梁结构
traffic load parameter identification two step construct method least-square method transformed space bridge structure
