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双桥门立交桥某跨静力荷载试验与评定
引用本文:毕佳,樊白华,孙鹏程,高磊. 双桥门立交桥某跨静力荷载试验与评定[J]. 建筑技术开发, 2005, 32(11)
作者姓名:毕佳  樊白华  孙鹏程  高磊
作者单位:解放军理工大学工程兵工程学院,江苏,南京,210007;南京城建集团,江苏,南京,210007
摘    要:对双桥门立交桥某跨进行了静力荷载试验研究,结合该桥有限元模型计算,对实测结果与理论计算值进行比较与分析。说明该跨各控制截面的荷载实测值与理论计算相吻合,工作状态良好,可以为桥梁通车检验提供借鉴。

关 键 词:静力荷载试验  校验系数  有限元模型  残余变形

STATIC LOADING TEST AND ASSESSMENT ON A SPAN OF SHUANGQIAOMEN GALLOP BRIDGE
Bi Jia Fan Bai-hua Sun Peng-cheng Gao Lei. STATIC LOADING TEST AND ASSESSMENT ON A SPAN OF SHUANGQIAOMEN GALLOP BRIDGE[J]. Building Technique Development, 2005, 32(11)
Authors:Bi Jia Fan Bai-hua Sun Peng-cheng Gao Lei
Affiliation:Bi Jia Fan Bai-hua Sun Peng-cheng Gao Lei
Abstract:Static loading test is carried out to shuangqiaomen gallop bridge.The analysis and assessment based on the tests data and finite element model's calculation showed that test datas of each control section of the span satisfies the theoretics caculation and the working state is all right.The test could provide reference to the opening-traffic inspection.
Keywords:Static loading test  Reference factor  Finite element method model  Remainder deformation
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