|Table of Contents|

Dynamic Assessment About Existing Simply-supported Hinge Joint Celluar Slab Bridges(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2009年04期
Page:
24-29
Research Field:
Publishing date:
2009-12-20

Info

Title:
Dynamic Assessment About Existing Simply-supported Hinge Joint Celluar Slab Bridges
Author(s):
LI De-jian PENG Yan
School of Civil Engineering and Architecture, Central South University, Changsha 410075, Hunan, China
Keywords:
simply-supported hinge joint celluar slab bridge dynamic characteristic impact coefficient Dickman comfort criteria dynamic assessment of structural condition
PACS:
U443.22
DOI:
-
Abstract:
A dynamic assessment method about existing simply-supported hinge joint celluar slab bridges was researched with the project of west approach bridge of North Bridge over Xiangjiang River in Changsha, Hunan province as an example.Firstly, based on the basic principles of grillage method, an improved grillage model was put forward, which made the vertical constraint of crossing beam ends couple at the same hinged joint to simulate longitudinal hinge joint, the space dynamic characteristic analytical model of the bridge was established and the dynamic characteristics of the bridge were calculated. Then, authors proved the correction of the model through the dynamic test and introduced the dynamic assessment test contents and test methods and test results. The analytical results show that the dynamic coefficients can meet the needs of the specification and the bridges are in good condition. This method provide an effective means for the assessment of the existing simply-supported hinge joint slab bridges.

References:

[1] 王敏强,薛 飞,张 桓,等.铰接板梁桥载荷横向分布影响线计算方法[J].武汉大学学报:工学版,2004,37(4):68-72. WANG Min-qiang,XUE Fei,ZHANG Huan,et al.Method of Calculation of TransverseLoad Distribution Influence Line for an Articulated Slab Girder Bridge[J].Engineering Journal of Wuhan University,2004,37(4):68-72.
[2]王 佶,曾 智.浅析桥梁荷载横向分布系数计算[J].国外建材科技,2004,25(6):109-110. WANG Ji,ZENG Zhi.Study of Calculating Load Transverse Distribution Factors of Bridge[J].Science and Technology of Overseas Building Materials,2004,25(6):109-110.
[3]张俊勇,庄月明,刘其伟.板梁桥横向分配能力的测试分析[J].山西建筑,2006,32(14):270-271. ZHANG Jun-yong,ZHUANG Yue-ming,LIU Qi-wei.The Testing and Anaysis of the Transverse Partition Capability to Plate Girder Brdge[J].Shanxi Architecture,2006,32(14):270-271.
[4]郭 勇,王 媛,张根法,等.预应力混凝土连续箱梁桥计算模型对比分析[J].中国市政工程,2005(4):36-38. GUO Yong,WANG Yuan,ZHANG Gen-fa,et al.Comparison and Analysis on Calculation Models for Prestressed Concrete Continuous Box-girder Bridge[J].China Municipal Engineering,2005(4):36-38.
[5]HAMBLY E C.Bridge Deck Behaviour[M].London:E & FN Spon,1976.
[6]戴公连,李德建.桥梁结构空间分析设计方法与应用[M].北京:人民交通出版社,2001. DAI Gong-lian,LI De-jian.Bridge Spatial Structure Design-analysis Method and Application[M].Beijing:China Communications Press,2001.
[7]余钱华,胡世德,范立础.桥梁结构MTMD被动控制机理及试验[J].中国公路学报,2008,21(4):50-54. YU Qian-hua,HU Shi-de,FAN Li-chu.MTMD Passive Control Mechanism and Experiment on Bridge Structure[J].China Journal of Highway and Transport,2008,21(4):50-54.
[8]宗周红,夏樟华.联合模态柔度和静力位移的桥梁有限元模型修正方法[J].中国公路学报,2008,21(6):43-49. ZONG Zhou-hong,XIA Zhang-hua.Finite Element Model Updating Method of Bridge Combined Modal Flexibility and Static Displacement[J].China Journal of Highway and Transport,2008,21(6):43-49.
[9]张国平.白河大桥连续空心板梁汛期现浇施工方案的确定[J].筑路机械与施工机械化,2005,22(2):40-41. ZHANG Guo-ping.Case-in-place Construction Scheme for the Continuous Cored Slab Beam of Baihe Bridge in Flood Season[J].Road Machinery & Construction Mechanization,2005,22(2):40-41.
[10]谭冬莲,宁 立,游金兰.预制预应力混凝土空心板梁施工现场的静载试验研究[J].筑路机械与施工机械化,2007,24(4):51-55. TAN Dong-lian,NING Li,YOU Jin-lan.Study on Static Load Test of PC Hollow Slab in Construction Field[J].Road Machinery & Construction Mechan-ization,2007,24(4):51-55.
[11]周勇军,赵小星,宋一凡,等.连续梁桥模态分析与试验[J].长安大学学报:自然科学版,2007,27(3):57-60. ZHOU Yong-jun,ZHAO Xiao-xing,SONG Yi-fan,et al.Modal Analysis and Experiment Test of Continuous Beam Bridge[J].Journal of Chang'an Univer-sity:Natural Science Edition,2007,27(3):57-60.
[12]谭冬莲,肖汝诚.基于改进Gauss-Newton法的在役桥梁结构参数识别[J].长安大学学报:自然科学版,2007,27(4):57-60. TAN Dong-lian,XIAO Ru-cheng.Parameter Identification of Existing Bridge Structure Based on Improved Gauss-Newton Algorithm[J].Journal of Chang'an University:Natural Science Edition,2007,27(4):57-60.
[13]谭冬莲,肖汝诚.桥梁监测系统中梁桥静力应变传感器的优化配置[J].长安大学学报:自然科学版,2007,27(5):66-69. TAN Dong-lian,XIAO Ru-cheng.Optimal Placement of Static Strain Sensors of Beam Bridge Structure in Bridge Monitoring System[J].Journal of Chang'an University:Natural Science Edition,2007,27(5):66-69.
[14]沙丽新,阮 欣.桥梁结构健康检测与评估方法发展现状综述[J].青岛建筑工程学院学报,2003,24(4):19-22. SHA Li-xin,RUAN Xin.State of the Art of Health Inspecting andAssessment Methods in the Bridge Structures[J].Journal of Qingdao Institute of Architecture and Engineering,2003,24(4):19-22.
[15]谌润水,胡钊芳.公路桥梁荷载试验[M].北京:人民交通出版社,2003. CHEN Run-shui,HU Zhao-fang.Highway Bridge Load Experimentation[M].Beijing:China Communications Press,2003.

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Last Update: 2009-12-20