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影响矩阵在大跨度桥梁荷载试验加载计算中的运用
引用本文:姚伟,范磊,覃振洲,蒋晓东.影响矩阵在大跨度桥梁荷载试验加载计算中的运用[J].交通科技,2021(2):11-14,19.
作者姓名:姚伟  范磊  覃振洲  蒋晓东
作者单位:昭通市交通建设工程质量安全监督局;重庆交通大学土木工程学院;贵州苏交科工程勘察设计有限公司;贵州宏信创达工程检测咨询有限公司
摘    要:为解决大跨度桥梁荷载试验(静载)方案设计计算时,常规加载计算方法普遍存在的工作量大、效率低的问题,文中通过在桥梁计算模型中满布加载车,计算得到每一组加载车作用下桥梁关键截面(节点)的效应值,然后组成影响矩阵K,再引入加载向量R,并与Excel结合使用,提出新的荷载试验(静载)加载计算方法。通过实例计算验证,该方法能够大幅度提高工作效率,节约时间,且简单易懂灵活,计算结果与常规方法相比偏差小于2%。

关 键 词:大跨度桥梁  荷载试验  方案设计  影响矩阵  加载向量

Application of Influence Matrix in Load Test and Calculation of Long Span Bridge
YAO Wei,FAN Lei,QIN Zhenzhou,JIANG Xiaodong.Application of Influence Matrix in Load Test and Calculation of Long Span Bridge[J].Transportation Science & Technology,2021(2):11-14,19.
Authors:YAO Wei  FAN Lei  QIN Zhenzhou  JIANG Xiaodong
Institution:(Zhaotong Traffic Construction Engineering Quality and Safety Supervision Bureau, Zhaotong 657000, China;School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China;JSTI Group Guizhou Engineering Survey & Design Co., Ltd., Guiyang 550081, China;Guizhou Hongxin Chuangda Engineering Detection & Consultation Co., Ltd., Guiyang 550014, China)
Abstract:In order to solve the problem of huge workload and low efficiency inlarge-span bridge load test(static load)scheme design and calculation by the conventional loading calculation method,a new load test(static load)loading calculation method is proposed.In the new method,the effect value of key section(node)of bridge under the action of each group of loading vehicles is calculated by filling the bridge calculation model with loading vehicles,and then the influence matrix K is formed,and then the loading vector R is introduced,and the whole process is combined with Excel.Through the example calculation,the method can greatly improve the work efficiency,save time,and is easy to understand and flexible.Compared with the conventional method,the deviation of the calculation result is less than 2%.
Keywords:long span bridge  load test  scheme design  influence matrix  loading vector
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