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预应力混凝土连续箱梁桥的监测技术
引用本文:宫亚峰,刘寒冰,程永春,李祥辉.预应力混凝土连续箱梁桥的监测技术[J].东北林业大学学报,2010,38(2).
作者姓名:宫亚峰  刘寒冰  程永春  李祥辉
作者单位:吉林大学,长春,130022;吉林大学,长春,130022;吉林大学,长春,130022;吉林大学,长春,130022
基金项目:国家高技术研究发展计划“863”项目(2009AA11Z104);;吉林大学创新团队项目(2009-10)
摘    要:针对中小跨径预应力混凝土连续梁桥的结构特性,提出了基于远程监测数据的桥梁状态评估方法。结合有限元模型,利用插值拟合准则,对实桥埋设的应变传感器进行了优化布置。建立数据采集及监控评估系统,对桥梁进行长期跟踪观测,实时了解被监控桥梁的状态,并对其安全性能进行评估。

关 键 词:预应力混凝土连续梁桥  应变传感器  优化设计  安全评估

Monitoring Technology for Prestressed Concrete Continuous Box Girder Bridges
Gong Yafeng,Liu Hanbing,Cheng Yongchun,Li Xianghui.Monitoring Technology for Prestressed Concrete Continuous Box Girder Bridges[J].Journal of Northeast Forestry University,2010,38(2).
Authors:Gong Yafeng  Liu Hanbing  Cheng Yongchun  Li Xianghui
Institution:College of Traffic;Jilin University;Changchun 130022;P.R.China
Abstract:An evaluation method of bridge state is put forward based on remote monitoring data,aiming at the structural characteristics of small and medium-span prestressed concrete continuous bridges.The placement of strain sensors was optimized in a practical bridge through interpolating fitting criterion on finite element model.To observe bridges in a long term,acquaint their state in real time,and evaluate their security performance could be realized by establishing a data collection system as well as a monitoring...
Keywords:Prestressed concrete continuous girder bridges  Strain sensors  Optimal placement  Security evaluation  
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