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连续箱梁桥静动力特性及试验研究
引用本文:王林,项贻强,王建江,陈向阳,丰硕. 连续箱梁桥静动力特性及试验研究[J]. 公路交通科技, 2005, 22(2): 67-70
作者姓名:王林  项贻强  王建江  陈向阳  丰硕
作者单位:浙江大学交通工程研究所,浙江,杭州,310027
摘    要:桥梁的静动力特性是评价桥梁运营承载能力的重要内容之一。本文通过对1座典型的三跨变截面预应力混凝土单箱双室连续梁桥的计算分析,并把成桥静动载试验结果与理论计算值进行了比较,给出了其在荷载作用下的静动力特性及实际工作状态。

关 键 词:连续箱梁桥  静动力特性  分析  试验研究
文章编号:1002-0268(2005)02-0067-04
修稿时间:2004-01-15

Static and Dynamic Behavior of Continuous Box Girder Bridge and Its Experimental Investigation
WANG Lin,XIANG Yi-qiang,WANG Jian-jiang,CHEN Xiang-yang,FENG Shuo. Static and Dynamic Behavior of Continuous Box Girder Bridge and Its Experimental Investigation[J]. Journal of Highway and Transportation Research and Development, 2005, 22(2): 67-70
Authors:WANG Lin  XIANG Yi-qiang  WANG Jian-jiang  CHEN Xiang-yang  FENG Shuo
Abstract:The static and dynamic behavior is one of the most important issues in the assessment of the carrying capacity of a bridge.The computation and analysis of a three spans P.C.continuous box girder bridge with single-box-double-cells and varying depth are completed.The results obtained by the static and dynamic field experimental testing under the completion state are compared with the theoretical calculated values.There is a good agreement.The static and dynamic behavior and actual service state of the bridge under the design loads are given.Numerical results and experimental investigation indicate that the bridge has a good elastic service state and meets with the standard of bridge design code under the regular loads.
Keywords:Continuous box girder bridge  The static and dynamic behavior  Analysis  Experimental investigation
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