About 79 item dissertation in line with initial stress query results,the following is 1 to 50(Search took 0.019 seconds)
- Study of Ultimate Bearing Capacity for Dumbbell Shaped Concrete-filled Steel Tube Arch Rib with Initial Stress,LiYan/Chang'an University,0/2
- 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
- Experimental study on the effect of loading rate on Kaiser effect of rock,GuoYaBen/Kunming University of Science and Technology,0/9
- The Mechanical Performance Reseach of Comiposite Joints with CFST Columns with Initial Stress,WangShuang/Lanzhou University of Technology,0/70
- 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
- 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
- The Analysis of Initial Stress and Separation Problem of Concrete-filled Steel Tube Arch Bridge,ZhangBoBo/Chang'an University,0/32
- Study on Dynamic Characteristics of Continuous Plate Girder Bridge with Latticed Column Piers under Deep Excavation,WuYanBin/Central South University,0/35
- The Influence of Initial Stress for Ultimate Bearing Capacity of the Skeleton of Concrete Structures,ZuoBiao/Chongqing Jiaotong University,0/0
- Study on Deformation Mechanism and Failure Characteristics of Layered Rock Masses Due to Excavation,MeiSongHua/Wuhan Institute of Rock and Soil Mechanics,2/1154
- Stability Analysis and Deformation Prediction for Surrounding Rock of Underground Powerhouse,JinChangYu/Dalian University of Technology,3/544
- The Study of Effect on Capacity of CSFT Arch Bridge with Steel Tube Initial Stress,ZhouShuiXing/Chongqing University,14/438
- Study on Pile Driving Effect Applying Cavity Expansion Theory and Finite Element Method,HuShiBing/Zhejiang University,3/485
- Study of Mechanism, Design Method and Application for Strengthening RC T-Beam Bridge with Sheet Materials,RenWei/Chang'an University,1/425
- Three-dimensional elastic-plastic finite element analysis - boundary element coupling method,ZuoZhangZhi/Tsinghua University,5/388
- Study on Interval Analysis Theory and Its Application in Slope Engineering,YuHePing/Hohai University,4/501
- Research on Systems Analysis Methodology for Initial In-Situ Stress Field,QiLan/Tianjin University,9/767
- Research on Design Theory in Composite Material Cable-Staved Bridge,WangJianPing/Wuhan University of Technology,2/325
- 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
- Study on Excavation Stability of Complex Rock Slope at High Field Stress Areas,ZhongWei/Southwest Jiaotong University,3/402
- Analysis based on the the beam segment finite element method span railway box girder bridge power,WangZuoCai/Central South University,0/61
- Effect of Initial Stress and Creep on Bearing Capacity of Four-tube Concrete Filled Steel Tube Arch Bridge,LiuZuo/Chongqing Jiaotong University,0/126
- Study on Practical Evaluation Method of Stress Loss for Prestressing Tendons Stretching Stage,YangTao/Chongqing Jiaotong University,2/153
- Research on the Application of CFRP in Flexural Strengthening of Members of Bridge,ZhangLiJun/Zhejiang University,3/155
- Rock tunnel construction load distribution ratio parameter inversion and Research,YangGuangAn/Wuhan University of Technology,1/170
- The Analysis of 3-D Numerical Model and Reliability of Tunnel Structure,JiangPeng/Chengdu University of Technology,5/464
- Construction Numerical Simulation of Cavern Group in Underground Hydropower House,ZhangGuoQiang/Dalian University of Technology,5/254
- Stability studies of concrete filled steel tubular ( single limb , two limbs ) column,ZhangBaoZhen/Central South University,2/175
- The Application of Genetic Algorithm in Initial In-Situ Stress Field Analyzing and Calculating,MaBin/Tianjin University,4/278
- Fuzzy Appraising Method Investigation on Tectonic Stress Action Mode,GuoLei/Tianjin University,1/230
- Smooth function method for solving the problem of different compressive and tensile modulus of elasticity,ZhuYingLi/Dalian University of Technology,1/65
- Research on the Initial Stress Field Around the Tunnels of the Jinping Hydroelectic Peoject,QiHaiYan/Hohai University,1/377
- Three-dimensional Nonlinear Finite Element Analysis of Reinforced Concrete Slabs,ZhouZuo/Hunan University,2/312
- Initial Crustal Stress Regression Analysis Based on Displacement Function method and Stability Analysis of Rock Mass,ZhangZhiFeng/Hohai University,4/289
- Two - dimensional elastic-plastic contact -free Galerkin - finite element coupling method,LiuTianXiang/Northwestern Polytechnical University,4/277
- The pipe initial stress impact study of the mechanical properties of steel compressive and flexural members,YaoGuoHuang/Fuzhou University,11/276
- Research of Initial Stresses in Bars,ZhangXiaoMin/Chongqing University,1/94
- Research on Small Deflection of Thin Cylinder Shell with Initial Stress,ZhaoJiBo/Chongqing University,0/94
- Numerical analysis of dynamic stiffening of flexible multibody systems,ZhangWei/Dalian University of Technology,1/246
- Underground caverns LAXIWA monitoring data inversion analysis and stability evaluation,JingMaoGui/Xi'an University of Technology,3/209
- 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
- Application of Laser Scattering Method in Inner Stress Measurement of Transparent Board-shell Models,ZhaoWenYun/Tianjin University,0/57
- Simulation Method Study of Initial Geostress Field,ChengBin/Wuhan Institute of Rock and Soil Mechanics,9/651
- 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
- Research on Influence of the Bedding Fault Zone on the Stability of Surrounding Rock of Underground Caverns,PengHaiJun/Hohai University,0/163
- 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
- Semi-rigid theory - based system and the performance of the portal frame,CuiWenJie/Northwestern Polytechnical University,3/118
- Research on Interaction between Pile and Soil,MeiBiXiang/Nanchang University,2/371
- A Study on the Behavior of Concrete-Filled Steel Tubular Members under Initial Stresses,XiongDeXin/Huazhong University of Science and Technology,6/149
- Research of Photoelasticity for Residual Stress Measurement in Transparent Material,HuangKai/Tianjin University,4/134
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