About 505 item dissertation in line with Nonlinear Analysis query results,the following is 1 to 50(Search took 0.099 seconds)
- Nonlinear Analysis of Diastolic Murmurs for Coronary Artery Stenosis,ZhangLi/Hangzhou University of Electronic Science and Technology,0/0
- Effects of Nano Particles on Tracking Failure Phenomenon of Epoxy Nanocomposite under DC Voltage,TianLin/Tianjin University,0/5
- Heat Exchanger Core Automatic Assembly Machine Design and Leveling Module Simulation Analysis,DingRuiFang/Huazhong University of Science and Technology,0/5
- The Research on Experiment and Nonlinear Design Methods of Specially Shaped Steel Frame Structures,LuBeiZuo/Hunan University,0/49
- Research on Ultimate Flexural Capacity of CHS-H Rigid Connections,LiuChunYan/Hunan University,0/19
- Nonlinear Analysis of a Column Failure Steel Frame Based on the Force Analogy Method,ZhangZuoGuang/Zhejiang University,0/21
- Study on the Reasonable Value of Bending Moment Modulation Coefficient on RC Frame Beam,XuJun/Huazhong University of Science and Technology,0/18
- Analysis of Nonlinear and Second-order Effect of Reinforced Concrete Structures,XuJing/Dalian University of Technology,0/47
- Nonlinear Finite Element Analysis of RC Frame Structure Based on OpenSEES,ZhouLiang/Hunan University,0/85
- Pushover Analysis of Reinforcedconcret Frame Structure,TangJianWei/Qingdao Technological University,0/21
- Study on the Seismic Behavior of Steel Frame Joints with Steel-Concrete Composite Beams,ZuoShiJie/Harbin Institute of Technology,0/100
- Multi-storey Light Steel Residential System.Seismic Analysis and Applied Research,ShiShouKun/Hebei University of Engineering,0/1
- Probabilistic Assessment and Comparison of Seismic Performance of Fixed-base and Base-isolated Frameworks,RenYi/Huazhong University of Science and Technology,0/8
- Study on Cast-in-place Floor Slab in Frame Structureachieving "Strong Olumn Weak Beam" Mechanism by Finite Element Analysis,JingZuoQin/Xi'an University of Architecture and Technology,0/23
- Experimental Research on Seismic Behavior of Reinforced Concrete Columns Assembled by Grout-filled Sleeve and Mechanical Connection,WangJian/Xi'an University of Architecture and Technology,0/42
- Experimental Research and Nonlinear Finite Element Analysis on Seismic Behavior of the Shear Wall with PVA-ECC in Plastic Hinge Region,YangYi/Xi'an University of Architecture and Technology,0/23
- Nonlinear Analysis of Large Cantilevered Truss Structures with Viscous Damper,YinXiang/Hefei University of Technology,0/13
- The Research on the Macroscopic Finite Element Theory Applied to the Steel Reinforced Concrete Frame Structure,WangWei/Xi'an University of Architecture and Technology,0/40
- Analytical Study of Aseismatic Performance of Steel-Concrete Composite Truss under Low Reversed Cyclic Loading,YangLiMing/Central South University,0/7
- The Analysis on Mechanical Behavior of Continuous Prestressed Composite Concrete Beams Using Non-linear Finite Element Study,LiangZuoChao/Xi'an University of Science and Technology,0/37
- Nonlinear Analysis of Frame Structures Based on the QR Method and Its Software Development,WangWenBo/Guangxi University,0/10
- Elastic-plastic Analysis for Concrete-filled Rapid Wall Construction,MaQingZhen/Tianjin University,0/9
- Analysis of Plates by the Weak Form Quadrature Element Method,YueZhiGuang/Tsinghua University,0/8
- The Seismic Response Analysis of Multilayer Steel-concrete Composite Structure Basing on3D Finite Element Models,LuoYaZuo/Central South University,0/13
- Analysis of Strength and Stability of Large-diameter Flat-bottom Squat Steel Silos under Wind Loading,LiuHongSheng/Xi'an University of Architecture and Technology,0/16
- Application of Cae Technology to Lightweight Research of Semi-Trailer,PeiJiaXing/Hebei University of Technology,0/1
- Impact Theory and Nonlinear Finite Element Analysis of Barge-floodwall System,ZhaoZuo/Central South University,0/13
- Study on Torsion Effect in Concrete Filled Steel Tube Piers of Curved Girder Briges,WangYuHang/Tsinghua University,0/59
- Dynamic Stability of High Piers Structure of Bridge and Its Influence Factors Analysis,WuZuo/Wuhan University of Technology,0/11
- Structural Strength and Fatigue Life Analysis of Hydraulic Support,HongAnLiu/Northeastern University,0/17
- Gob Shield Analysis of Hydraulic Support and Study of the Key Parts in Coal Mine,GaoPeng/Liaoning Technical University,0/6
- Probabilistic Design Method on Cylinder Shells under External Pressure,ZhengZuoZuo/Zhejiang University of Technology,0/8
- The Research on Loss of Metallic Sheath and Armored Layer in High Voltage Submarine Cable,YuanGuangHui/Harbin University of Science and Technology,0/11
- Feature Extraction and Recognition of Pulse Diagnosis Based on Information Processing Technology,ZhouChiHeng/East China University of Science and Technology,1/76
- Mechanisms of Subharmonic Distortion in a Woofer at Low Frequencies,YangHong/Zhejiang Normal University,0/54
- Analysis of the Electroencephalogram and Super Encephalofluctuograph Technology on"Rigid-Gentle Syndrome Differentiation"of Psychosomatic Diseases,ZhangCheng/China Academy of Traditional Chinese Medicine,0/2
- The Analysis and Study on the Solar Laminator,LiYongHong/Yanshan University,1/74
- Study on the Buckling Behavior of Thin-walled Cylindrical Shells with Large Rectangular Opening,WuLin/Beijing University of Science and Technology,0/140
- Research on Coordinated Control System for Boiler-Turbine Units Guided by AGC Performance,XieXie/North China Electric Power University,2/307
- Investigation on Gas-Liquid Two-Phase Flow Patterns and Flow Characteristics Across Tube Bundles,ZuoFeiYu/Tohoku Electric Power University,0/82
- The Performance Analysis of the Concrete Horizontal-hole and Interlocking Hollow Block,SiWeiLong/Lanzhou University,0/64
- Space Nonlinear Analysis on Progressive Collapse of the Large Span Portal Frame,YeFei/Construction Industry Institute,0/51
- The Overall Buckling Mode Identification Method and the Stable Ultimate Bearing Capacity Calculation of Long-span Steel Structures Based on the Energy Method,ZhouWeiXing/South China University of Technology,0/158
- Experimental Research on Shear Capacity of RC T-beams Strengthtened by Steal-concrete Composite Technique,RenTengXian/Chang'an University,1/45
- Research on Values for Moment Amplification Factors of Columns Based on a3-D Frame without Yielding of Columns Ends,XieHaiBing/Chongqing University,0/1
- The Comparison of Seismic Design Projects for a RC Structure with Truss Transfer,WenQingLan/Chongqing University,0/0
- Nonlinear Analysis of Corroded Reinforced Concrete Continuous Beam,DingQun/Lanzhou Jiaotong University,0/1
- Finite Element Analysis of the Mechanical Properties of the Full FRP Tendons Partially Prestressed Concrete Flexural Member,TangMingLi/Northeast Forestry University,0/2
- Considering the application of fiber model shear effect in the analysis of RC shear wall in the nonlinear,ChenZhiQiang/Shanghai Normal University,0/0
- Experimental Study on Cfrp Anchored by Steel Pipe Strengthened Beam Negative Moment Area of Frame Joint,WangZhiWei/Yanbian University,0/5
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