Dissertation 

About 79 item dissertation in line with initial stress query results,the following is 1 to 50(Search took 0.033 seconds)

  1. Study of Ultimate Bearing Capacity for Dumbbell Shaped Concrete-filled Steel Tube Arch Rib with Initial Stress,LiYan/Chang'an University,0/2
  2. The Research on Joint and Suitable Joint Stiffness of Partial Double-Layer Barrel-Vault Reticulated Shell Integral Formed by Post-tensioning,JiRuoPeng/Xi'an University of Architecture and Technology,0/4
  3. Experimental study on the effect of loading rate on Kaiser effect of rock,GuoYaBen/Kunming University of Science and Technology,0/9
  4. The Mechanical Performance Reseach of Comiposite Joints with CFST Columns with Initial Stress,WangShuang/Lanzhou University of Technology,0/70
  5. Study on the Effect of Initial Stress on Bearing Capacity of Strengthened Structure Members Subjected to Axial Compression,LiuWei/Ocean University of China,0/0
  6. Analysis on Impact of Water-Rock Coupling on Tunnel Satability and Study on the Modification Method in Rock Classification,ChenShouTang/Southwest Jiaotong University,1/89
  7. The Analysis of Initial Stress and Separation Problem of Concrete-filled Steel Tube Arch Bridge,ZhangBoBo/Chang'an University,0/32
  8. Study on Dynamic Characteristics of Continuous Plate Girder Bridge with Latticed Column Piers under Deep Excavation,WuYanBin/Central South University,0/35
  9. The Influence of Initial Stress for Ultimate Bearing Capacity of the Skeleton of Concrete Structures,ZuoBiao/Chongqing Jiaotong University,0/0
  10. Study on Deformation Mechanism and Failure Characteristics of Layered Rock Masses Due to Excavation,MeiSongHua/Wuhan Institute of Rock and Soil Mechanics,2/1154
  11. Stability Analysis and Deformation Prediction for Surrounding Rock of Underground Powerhouse,JinChangYu/Dalian University of Technology,3/544
  12. The Study of Effect on Capacity of CSFT Arch Bridge with Steel Tube Initial Stress,ZhouShuiXing/Chongqing University,14/438
  13. Study on Pile Driving Effect Applying Cavity Expansion Theory and Finite Element Method,HuShiBing/Zhejiang University,3/485
  14. Study of Mechanism, Design Method and Application for Strengthening RC T-Beam Bridge with Sheet Materials,RenWei/Chang'an University,1/425
  15. Three-dimensional elastic-plastic finite element analysis - boundary element coupling method,ZuoZhangZhi/Tsinghua University,5/388
  16. Study on Interval Analysis Theory and Its Application in Slope Engineering,YuHePing/Hohai University,4/501
  17. Research on Systems Analysis Methodology for Initial In-Situ Stress Field,QiLan/Tianjin University,9/767
  18. Research on Design Theory in Composite Material Cable-Staved Bridge,WangJianPing/Wuhan University of Technology,2/325
  19. Dynamic Numerical Simulation Analysis on the Surrounding Rock Mass Stability of the Huge Underground Cavities in a Deep Cutting Gorge,HuBin/Chengdu University of Technology,31/1140
  20. Study on Excavation Stability of Complex Rock Slope at High Field Stress Areas,ZhongWei/Southwest Jiaotong University,3/402
  21. Analysis based on the the beam segment finite element method span railway box girder bridge power,WangZuoCai/Central South University,0/61
  22. Effect of Initial Stress and Creep on Bearing Capacity of Four-tube Concrete Filled Steel Tube Arch Bridge,LiuZuo/Chongqing Jiaotong University,0/126
  23. Study on Practical Evaluation Method of Stress Loss for Prestressing Tendons Stretching Stage,YangTao/Chongqing Jiaotong University,2/153
  24. Research on the Application of CFRP in Flexural Strengthening of Members of Bridge,ZhangLiJun/Zhejiang University,3/155
  25. Rock tunnel construction load distribution ratio parameter inversion and Research,YangGuangAn/Wuhan University of Technology,1/170
  26. The Analysis of 3-D Numerical Model and Reliability of Tunnel Structure,JiangPeng/Chengdu University of Technology,5/464
  27. Construction Numerical Simulation of Cavern Group in Underground Hydropower House,ZhangGuoQiang/Dalian University of Technology,5/254
  28. Stability studies of concrete filled steel tubular ( single limb , two limbs ) column,ZhangBaoZhen/Central South University,2/175
  29. The Application of Genetic Algorithm in Initial In-Situ Stress Field Analyzing and Calculating,MaBin/Tianjin University,4/278
  30. Fuzzy Appraising Method Investigation on Tectonic Stress Action Mode,GuoLei/Tianjin University,1/230
  31. Smooth function method for solving the problem of different compressive and tensile modulus of elasticity,ZhuYingLi/Dalian University of Technology,1/65
  32. Research on the Initial Stress Field Around the Tunnels of the Jinping Hydroelectic Peoject,QiHaiYan/Hohai University,1/377
  33. Three-dimensional Nonlinear Finite Element Analysis of Reinforced Concrete Slabs,ZhouZuo/Hunan University,2/312
  34. Initial Crustal Stress Regression Analysis Based on Displacement Function method and Stability Analysis of Rock Mass,ZhangZhiFeng/Hohai University,4/289
  35. Two - dimensional elastic-plastic contact -free Galerkin - finite element coupling method,LiuTianXiang/Northwestern Polytechnical University,4/277
  36. The pipe initial stress impact study of the mechanical properties of steel compressive and flexural members,YaoGuoHuang/Fuzhou University,11/276
  37. Research of Initial Stresses in Bars,ZhangXiaoMin/Chongqing University,1/94
  38. Research on Small Deflection of Thin Cylinder Shell with Initial Stress,ZhaoJiBo/Chongqing University,0/94
  39. Numerical analysis of dynamic stiffening of flexible multibody systems,ZhangWei/Dalian University of Technology,1/246
  40. Underground caverns LAXIWA monitoring data inversion analysis and stability evaluation,JingMaoGui/Xi'an University of Technology,3/209
  41. Back-analysis of Initial Ground Stress Based on ANSYS and Wavelet Neural Network and Rheology Analysis of Surrounding Rock of Cave,HuangYaZhe/Hohai University,1/577
  42. Application of Laser Scattering Method in Inner Stress Measurement of Transparent Board-shell Models,ZhaoWenYun/Tianjin University,0/57
  43. Simulation Method Study of Initial Geostress Field,ChengBin/Wuhan Institute of Rock and Soil Mechanics,9/651
  44. 3-D Finite Element Method Analysis of Low Elastic Modulus β Ti Alloy Implant-bone Interface Stress Distribution,ZhaoFeng/Fourth Military Medical University,0/114
  45. Research on Influence of the Bedding Fault Zone on the Stability of Surrounding Rock of Underground Caverns,PengHaiJun/Hohai University,0/163
  46. Back-analysis of Initial Ground Stress Based and Analysis of the Surrounding Rock Mass in Underground Hydropower House,GuoFeng/Dalian University of Technology,3/463
  47. Semi-rigid theory - based system and the performance of the portal frame,CuiWenJie/Northwestern Polytechnical University,3/118
  48. Research on Interaction between Pile and Soil,MeiBiXiang/Nanchang University,2/371
  49. A Study on the Behavior of Concrete-Filled Steel Tubular Members under Initial Stresses,XiongDeXin/Huazhong University of Science and Technology,6/149
  50. Research of Photoelasticity for Residual Stress Measurement in Transparent Material,HuangKai/Tianjin University,4/134

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