• DocumentCode
    2110871
  • Title

    Study on static and dynamic load test of continuous girder bridges

  • Author

    Li, Dongxiao ; Leng, Xichen ; Wang, Shoubo ; Wang, Lei

  • Author_Institution
    Coll. of Constr. Eng., Jilin Univ., Changchun, China
  • fYear
    2012
  • fDate
    21-23 April 2012
  • Firstpage
    1345
  • Lastpage
    1348
  • Abstract
    It conducted a research on static and dynamic load test to investigate actual working conditions and bearing capacity of continuous girder bridges. Detect the mechanical characteristic and deformation of main bridge structure especial the pier no.2 which was strengthened of a continuous girder bridge under static and dynamic load. Build finite element model of MIDAS/Civil of the bridge and calculate theory values related to contents of the test. The result comparison between experiment data and theory values shows that, both deformation and strain of every control section and characteristics of vibration such as frequency damp ratio and mode shape meet the requirements. During the study, some conclusions were deduced and precious experience was accumulated for calculation of mechanical characteristic and load test of this kind of bridges.
  • Keywords
    beams (structures); bridges (structures); deformation; dynamic testing; finite element analysis; supports; vibrations; MIDAS/Civil finite element model; bearing capacity; bridge structure deformation; continuous girder bridges; control section strain; dynamic load test; frequency damp ratio; mechanical characteristic; mode shape; pier; static load test; vibration characteristic; Economic indicators; continuous girder bridges; mechanical characteristic; piers; static and dynamic load;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Consumer Electronics, Communications and Networks (CECNet), 2012 2nd International Conference on
  • Conference_Location
    Yichang
  • Print_ISBN
    978-1-4577-1414-6
  • Type

    conf

  • DOI
    10.1109/CECNet.2012.6201410
  • Filename
    6201410