Dissertation > Excellent graduate degree dissertation topics show

Study on the Method of Damage Identification of Hollow Slab Bridge’s Hinge Joint

Author: ChenChuang
Tutor: ZouYiSong;WangYinHui
School: Chongqing Jiaotong University
Course: Bridge and Tunnel Engineering
Keywords: hollow slab bridge hinge joint damage identification transien analysis
CLC: U441.4
Type: Master's thesis
Year: 2010
Downloads: 113
Quote: 1
Read: Download Dissertation

Abstract


In recent years, the role of bridge is more important with the development of the economy and the transport sector.However,with the significant increase in the number of bridges and the growing traffic volume,more and more service bridges have been into the fatigue stage ,which brings many problems .It seriously affects people’s safety and could bring out a direct loss of national economy. So, the study on the method of damage identification of bridge will create theoretical and practical value.The article will focus on the method of damage identification of hinge joint of hollow slab bridge. Using mechanical characteristics of hollow slab and hinge joints passing the lateral force between slabs could put forward the damage identification method of hollow slab of hinge joints based on the analysis transient. Firstly, by looking up the related literature at home and abroad, the article has summarized the research situation and major method of bridge damage identification; then it discussed the characteristics of hinge joints of built-up hollow slab and load-bearing. Secondly, with the frequency, vibration mode and the curvature mode, it has studied in the three indexes after hinge joints damage, and discussed the feasibility of damage identification by using the changes of three indexes. Finally, using the transient displacement, transient acceleration, element strain energy to identify damage identification of hinge joints is feasible. Having analyzed the results and discussing if the three indexes can identify the damages. It has put forward the feasibility of program of the whole bridge damage identification of hinge joints.

Related Dissertations

  1. Numerical Study on Damage Detection of Steel Beams Based on Piezoelectric Guided Wave Propagation,TU391
  2. Based on Wavelet Packet Energy - neural network pyramid grid damage detection method,TU356
  3. Crossover model based on improved cross- modal Damage Identification Method,TU312.3
  4. Damage Identification of Beam-type Structures Based on the Reconstructed Modal Rotations,TU312.3
  5. The Compare of Different Methords for Structural Damage Identification and Visualization System Development,TU317
  6. Studies on the Finite Element Analysis and Damage Identifiation of Bridges Based on ANSYS,U441.4
  7. Bearing Capacity Test Evaluation and Reinforcement Key Technology Research of Prestressed Concrete Changing Section Wide Hollow Slab Bridge,U441
  8. Based on Wavelet Transform and Strain Energy of the Grid Structural Damage Identification and Localization,TU399
  9. Large proportion of reinforced concrete beam structure the curvature modal damage detection and finite element analysis and comparison,TU375.1
  10. The Damage Identification Method Based on Frequency,TU317
  11. Research on the Bridge Damage Detection Method Based on Modal Analysis and BP Neural Network,U441.4
  12. Study on the Structural Damage Identification Based on the Information Fusion,TU312.3
  13. Design and Application on the Health Monitoring System of Mei Shan Cross-Bridge,U446.2
  14. Research on Adaptive Tracking Structural Damage Using Incomplete Measurement,TP274
  15. Damage Identification Study on Dynamic Response for Beam Members Based on Genetic Algorithm,TU312.3
  16. Damage Detection of Spatial Steel Structures and Noise Sensitivity Analysis,TU312.3
  17. The Structure Performance Analysis of Pre-stressed Concrete Hollow Slab Bridge Being Widened and Renovated,U445.6
  18. Static Damage Identification of Long-Span Cable-Stayed Bridge Based on Support Vector Machines,U441.4
  19. Damage Identification and Application Research of Cable-stayed Bridge,U441.4
  20. Flexibility Difference Gaussian curvature based structure damage identification,U441.4
  21. Research on Structural Damage Identification by the Wavelet Analysis of Vibration Mode,TH165.3

CLC: > Transportation > Road transport > Bridges and Culverts > Structural principles, structural mechanics > Bridge strength and fatigue damage
© 2012 www.DissertationTopic.Net  Mobile