U448.27,Cable-stayed bridge

About 791 item dissertation in line with U448.27,Cable-stayed bridge query results,the following is 1 to 50(Search took 0.063 seconds)

Structural Analysis on a Curved-pylon and Curved-Girder Cable-stayed Bridge without Back Stays,ZuoMingJie/Chang'an University,0/2
Research on Hyperbolic Tower with Self-stiffened Plate of Multi-span Cable-stayed Bridge,JiangWang/Hunan University,0/58
Danamic Characteristics of Cable-stayed Model Bridge Based on Wireless Sensors Networks,ZhangHaiJiang/Harbin Institute of Technology,0/13
Investigation on Vibration Mitigation of Stay Cable-Damped-Cross Tie System,FengLiYan/Harbin Institute of Technology,0/18
Study on Static and Dynamic Behavior of Concrete Cable-stayed Bridge and Model Test,ZhangMing/Harbin Institute of Technology,0/21
Research on Key Technology for Design and Construction of the Cable-stayed Bridge with Leaning Tower,HeZhiXiong/Hebei University of Technology,0/8
Study on the Deck System and Stiffness of Four-lines High-speed Railway Cable-stayed Bridge with Two Main Trusses,LiangJiong/Central South University,0/77
Study on Isolation Structure of Around Tensile Anchor Plate and the Waterproof Material on Composite Cable-stayed Bridge,ZhanDaDe/Chongqing Jiaotong University,0/5
The Systematic Study of Life-cycle Performance of Extradosed Bridge with Corrugated Steel Webs Girder,LiJianFeng/Tianjin University,0/4
Study on Time Series Analysis Based Cable-stayed Bridge Damage Detection Method,WangJunJie/Tianjin University,0/1
Studies on the Mechanical Behavior of Cable-stayed Anchorage System,LiHui/Tianjin University,0/2
State Rating and Safety Assessment for Cable-stayed Bridges in Service,LuZuoJia/Harbin Institute of Technology,0/24
Behaviors of Prestressed Concrete Box Girder for Partially Cable-stayed Bridges with Double Outwardly Inclined Cable Planes,SunShuHong/Chongqing Jiaotong University,0/14
Research on PBL Shear Connector for Steel-concrete Composite Segment of Hybrid Girder Cable-stayed Bridge,LiShengWei/Huazhong University of Science and Technology,0/10
Analysis and Research on Monitoring and the Main Girder Stress of Qiupu River Low Tower Cable-stayed Bridge,ZhengBaoWen/Hefei University of Technology,0/49
Static Analysis and Research on Parameter Sensitivity Identification of the Low Tower-Cable-Stayed Bridge,LiuKangKang/Hefei University of Technology,0/51
Static Analysis of the Whole Structure and Research of Steel-concrete Composite Pylon of Cable-stayed Bridge with Single Water-drop-shaped Pylon,ShiYiChun/Hefei University of Technology,0/37
Analysis of Seismic of the Tower Long-Span Cable-Stayed Steel Truss Bridge,MaFeng/Wuhan University of Technology,0/7
Vehicle-bridge Coupling Vibration Research and Impact Analysis for the Oblique Cable-stayed Bridge with Single Arch Pylon,ChenWei/Zhejiang University of Technology,0/6
Research on Economy and Technology of Three-span Prestressed Concrete Extradosed Cable-stayed Bridge,YinGongLong/Hefei University of Technology,0/14
Cable Force Optimization on Construction Control of Single Plane Extradosed Cable-stayed Bridge,YangZuo/Hefei University of Technology,0/60
Mechanical Analysis on Cable-stayed Birdge of Single Column Type Tower,YinYongJie/Hefei University of Technology,0/52
Analysis and Optimization on the Stress Performance of the Qiu Puhe Low Tower Cable-stayed Bridge,ZhangWei/Hefei University of Technology,0/21
Vibration Mitigation Design of Low Tower Cable-stayed Bridge on the Basis of Seismic Response Analysis,WangLin/Hefei University of Technology,0/25
Tensile Anchor Plate Localized Stress Analysis of Concrete Cable-stayed Bridge,LiTongJie/Hefei University of Technology,0/28
Reach on Calculation Method for the Cable Force of Cable-stayed Bridge Based on the Influence of Shock Absorber,RenYu/Chang'an University,0/7
Research on Risk Analysis of the PC Cable-stayed Bridges during Construction,LiuYuXin/Chang'an University,0/11
Reliability Research of Cable-stayed Bridge Without Back-stays under Ultimate Strength Limit State,WangShiZuo/Chang'an University,0/1
Research on Structural Robustness for Cable Loss in Cable-stayed Bridge without Back-stays,ChenWen/Chang'an University,0/6
Research on Structural Characteristics and Construction Control of Special-shaped Cable-staved Bridge with Single Pylon,LiuWeiWei/Chang'an University,0/19
The Mechanical Behavior Analysis and Pre-camber Setting Method Research of the High and Low Tower Cable-stayed Bridge,YangZhiJun/Chang'an University,0/7
Analysis and Optimization of Design Parameters of P.C. Cable-stayed Bridge with High and Low Towers,GuZhen/Chang'an University,0/7
Seismic Response Analysis of Concrete Asymmetric Cable-stayed Bridge with Single Tower,LiuLong/Chang'an University,0/3
Study on Basic Mechanical Properties of Extradosed and Intradosed Cable-stayed Bridges with Continuous Cables,MengXiangBo/Tsinghua University,0/2
Study of Aerodynamic Effect of High-speed Passing Train and Its Effect on Cable-stayed Bridge Crossing the Line,Chen/Central South University,0/5
Study on the Wind Stability of Super Long-Span Cable-Stayed Bridges,SunHaiLing/Zhejiang University of Technology,0/13
Sunshine Temperature Difference Mode and Structural Response for Cable-stayed Bridge with U-shape Beam,XueZuo/Central South University,0/13
Study on Erection and Construction Control of the Steel Truss Girder of the Long-span Cable-stayed Bridge with Inclined Truss,DengYongFeng/Central South University,0/28
Study on Mechanical Properties of the Landscape Special-Shaped Cable-Stayed Bridge,WuHanQi/Central South University,0/3
Test Study of Vertical Stiffness of Triple-tower Double-main-span Railway Cable-stayed Bridge,ZhouLongJun/Central South University,0/19
Multi-parameters Optimization-Design Research of Extradosed Bridges,GaoQiong/Central South University,0/6
Tower-Beam-Pier Stress Analysis of Single-Tower Cable-Stayed Bridge with U-Shaped Section,JiangRongFeng/Central South University,0/9
Vertical Vibration and Fatigue Analysis of Steel Truss Girder Cable-stayed Bridge under Wind and Train Load,LiGuangQiang/Central South University,0/22
The Finite Element Analysis and Experimental Research on the Cables of Existing Stayed Bridges,LanWeiYong/Central South University,0/8
The Analysis of the Wide Single-cable-plane Extradossed Cable-stayed Bridge's Seismic Response and the Research of Bridge Collision,HeAnNing/Central South University,0/9
Seismic Response Analysis of Long-span Cable-stayed Bridge and Damping Design,YuZhou/Chongqing Jiaotong University,0/42
Study on Several Design Parameters of Curve Extradosde Cable-stayed Bridge,LiuKai/Chang'an University,0/9
Research on Alignment Error of Cable-Stayed Bridge Based on Stream of Variation,ShenLin/Chang'an University,0/19
The Research of Dynamic Performance for Long Span Concrete Cable-stayed Bridge,TaoMengLi/Chang'an University,0/9
Study on Cable Tension Optimization and Reasonable Design States of Extradosed Cable-stayed Bridge,ChenShang/Chang'an University,0/13