About 18460 item dissertation in line with Structural Engineering query results,the following is 1 to 50(Search took 0.051 seconds)
- Research of the Influence Factors of Public Participation in Large Public Construction Project Investment Decision-making,ZhangRui/Guangzhou University,0/60
- Theory of Housing Price Steadily Improve and a Study on the Related Regulation Policies,TanWen/Shenyang University of construction,0/12
- Research on Risk Management of Real Estate Appraisal,LaiHuaYong/Hunan University,0/144
- A Computation Optimal Control Approach to the Single Flexible Manipulator,MouZuoZuo/Jilin Architectural and Civil Engineering,0/31
- The Housing Social Security Theory Research and Application,ZhangJieGuan/Shenyang University of construction,0/20
- Characteristics of Windage in UHV Suspension Insulator Strings,XiaoLinHai/Huazhong University of Science and Technology,0/23
- Biomass Energy Consumption Analysis and Planning on the Rural Districts Based on the Ecological Cycle Theory,WangDongFei/Shandong Agricultural University,0/22
- Study on Experiment of the Wire Rope Net Bottom Anchoring,DingJianWei/Shenyang University of construction,0/11
- Model Test Studies and Numerical Analyses of the Vertical Bearing Behavior of Bored Piles and Pile Groups with Breakage Defects,SuJuan/Tianjin University,0/2
- Research of Foundation Pit Bracing Design Considering Redundancy,ZouQiong/Tianjin University,0/5
- Research on a New Composite Wind Turbine Foundation Combined Jacket and Monopile,ZuoZuoGe/Tianjin University,0/5
- Experimented Research on Seismic Performance of PHC Pipe Pile and Analysis of Bearing Capacity,GaoAn/Tianjin University,0/0
- Research of a New Type of Foundation for Offshore Wind Turbines with the Combining of Monoplie Foundation and Bucket Foundation,ZhuDongJian/Tianjin University,0/15
- Analysis of Stress Performance of Pre-stressed High-strength Concrete(PHC)Pipe Piles in Liaoshen Region,CuiDongDong/Shenyang University of construction,0/22
- Experimental Studies and Numerical Analyses of the Pile-Soil Interface Property and its Effects on the Vertical Bearing Behavior of Bored Piles,ZhanChuan/Tianjin University,0/4
- Analysis on Excessive Deformation during Deep Foundation Excavation in Soft Soil Area,LuoYangYang/Tianjin University,0/4
- A Three-Dimensional Nonlinear Numerical Simulation of the Vertical Working Behavior of Pile Foundations with Defective Piles,LeiFengHao/Tianjin University,0/0
- A Practical Method for Analyzing the Vertical Bearing Capacity and Settlement of Pile Foundations with Defective Piles,CaoJunZuo/Tianjin University,0/1
- Finite Element Analysis and Testing Research of Temperature Stress of Nuclear Reactor Plant Raft with Merge Concreting,ZhangZhong/Tianjin University,0/15
- Swell-shrink Fissure Soil Slope Seepage and Stability Analysis and Slope Stability Prediction Research,ZuoZhongLei/Jiangsu University of Science and Technology,0/4
- Technology Research of T-shaped Cement Mixing Pile Reinforcement Soft Ground,YaoCheng/Jiangsu University of Science and Technology,0/3
- Calculation of Horizontal Displacement of the Excavation with Soil Nailing,YangXu/Ningxia University,0/59
- The Research for the Deformation and Control of Excavating the Deep Foundation Pit Step-by-Step in the Soft Soil Foundation of Wuhan,WangYang/Wuhan University of Science and Technology,0/35
- Study on Bearing Capacity Behavior of Branch Pile in Different Soil,ZhongGuoChao/Zhejiang University of Technology,0/3
- Experimental Study on Bearing Capacity of Disk Pile Group under Uplift Load,YanJianHua/Zhejiang University of Technology,0/7
- To Assess on Dynamic Property with Drainage of a Pile in a Saturated Soil by Bem of Green's Functions,TongXiaoGang/Zhejiang University of Technology,0/4
- Finite Element Analysis on Flexural Behavior of RC Beams Strengthened,WuDan/Jilin Jianzhu University,0/18
- Research on Load-bearing and Deformation Characters of Composite Foundation with Rammed Soil-cement Pile in Collapsible Loess Regions,ZuoChengZuo/Xi'an University of Architecture and Technology,0/14
- Vibration Behavior Analysis and Dynamic Optimization for a Medium-speed Mill with Spring Vibration-isolated Foundation,YangYuHan/Xi'an University of Architecture and Technology,0/11
- Numerical Analysis and Field Experiment Research of Soft Soil Foundation Treatment with the Method of Drain with Pre-loading,CuiYao/Xi'an University of Architecture and Technology,0/15
- The Research on Shear Performance of Pre-stressed Concrete Pipe Pile,ChenKai/Hefei University of Technology,0/20
- The Research on Flexural Performance of Pre-stressed Concrete Pipe Pile,LiuXiaoLe/Hefei University of Technology,0/58
- Research on Cushion of Rigid-pile Composite Foundation,TangYiMin/Hefei University of Technology,0/20
- The Finite Element Analysis of Soil-pile Raft-superstructurea Considering Contact Effect,YuXuan/Xiangtan University,0/35
- The Application of Settlement Calculation of Double Direction Reinforced Composite by Asymptotic Homogenization Method,LuYiWei/Xiangtan University,0/25
- The3D Finite Element Numerical Simulation on the Characteristics of Negative Skin Friction for Pile Groups under Surface Load,ZhuSiJing/Xiangtan University,0/45
- Forming Mechanism Analysis of Negative Friction Resistance of Single Pile and Vertical Bearing Capacity Calculation,TangYang/Xiangtan University,0/70
- Study on Settlement Properties of Directly Reinforced Method for Foundation with the Inter-layered Soft Soil,LiaoChangBin/Xiangtan University,0/44
- The Finite Element Analysis of Interaction between Raft Foundation-subsoil and Superstructure,FanLiJia/Xiangtan University,0/55
- Study on the Deformation of Retaining Structure with Double-row Piles in Soft Ground Conditions,SunTao/Jinan University,0/13
- Finite Element Analysis of a Foundation with Pile-anchor Structure in Shenzhen,ZhangQuan/Nanhua University,0/34
- Strenthening Mechanism of Vacuum-surcharge Preloading and Finite Element Analysis on Large Deformation,LiuChangHong/Xiangtan University,0/49
- Effects of Soluble Salt on Loess Collapsibility in Tongxin District of Ningxia,ZhaoZuo/Ningxia University,0/47
- The Seismic Study of Property of Prestressed Pipe Pile (PHC) Foundations in High Seismic Intensity Area,LiGuangMing/Hebei University of Technology,0/20
- The Research of the Horizontal Bearing Capacity of Super-Long Pile Based on Meshless Natural Element Method,ZhouHuaCong/Shanghai University,0/25
- Research on Mechanism and Mechanical Behavior of Prestressed Anchor Flexible Supporting System,TuBingXiong/Dalian University of Technology,0/71
- The Research on the Ultimate Bearing Capacity of Gravel Pile,ChenWei/Wuhan University of Science and Technology,0/14
- The Analysis of the Capacity Infuencing Factors of Chemistry Anchors Group in Small Spacing,LiuBaiPing/Wuhan University of Science and Technology,0/11
- Analysis and Application of Pile Raft Foundation for High-rise Building Pile Reinforcement Strengthening,MaZhiLi/Wuhan University of Science and Technology,0/15
- Study on Mechanism of the Long-short-CFG Pile Composite Foundation,HouHuiJin/Hebei University of Engineering,0/58
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