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韶关东跨线桥动静载试验测试与分析
引用本文:余晓琳,陈双锐,何振族,颜全胜.韶关东跨线桥动静载试验测试与分析[J].科学技术与工程,2013,13(21):6171-6175.
作者姓名:余晓琳  陈双锐  何振族  颜全胜
作者单位:华南理工大学土木与交通学院,华南理工大学土木与交通学院,华南理工大学土木与交通学院,华南理工大学土木与交通学院
基金项目:国家自然科学基金青年科学基金项目(51208208),中央高校基本科研业务费专项资金资助(2012ZM0086),广东省公路管理局科技项目(粤公研2011-15)
摘    要:为准确评价韶关东跨线桥的实际承载能力,对其进行动静载测试。分析实测桥梁应变、应力、挠度、频率等数据。得出结论:静载作用下,该桥的应力校验系数、相对残余变位满足规范要求,结构处于弹性工作阶段;动载作用下,桥梁实测固有频率大于计算值,其动力响应在正常范围内,动力性能及承载能力满足设计要求。

关 键 词:动静载试验  应变  挠度  动力性能
收稿时间:2013/4/14 0:00:00
修稿时间:2013/4/14 0:00:00

Dynamic And Static Load Test And Analysis Of Shaoguan East Bridge
yuxiaolin,chenshuangrui,hezhenzu and yanquansheng.Dynamic And Static Load Test And Analysis Of Shaoguan East Bridge[J].Science Technology and Engineering,2013,13(21):6171-6175.
Authors:yuxiaolin  chenshuangrui  hezhenzu and yanquansheng
Institution:School Of Civil And Transportation, South China University Of Technology,School Of Civil And Transportation, South China University Of Technology,School Of Civil And Transportation, South China University Of Technology
Abstract:In order to evaluate the actual bearing capacity of Shaoguan East Bridge accurately, dynamic and static load test was carried out. Through analyzing measured data such as strain, stress, deflection and frequency of the bridge, we draw the conclusion: Under the action of the static load, the stress calibration coefficient and relative residual displacement meet the specification requirements, and the structure is in elastic stage; Under the action of dynamic load, the measured natural frequency is greater than the calculated value. The dynamic responses are in normal range. The dynamic performance and the carrying capacity meet the design requirements.
Keywords:dynamic and static load test  strain  deflection  dynamic performance
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