About 29 item dissertation in line with stress increment query results,the following is 1 to 50(Search took 0.061 seconds)

  1. Study on Stress Behavior of Unbonded Partially Prestressed Concrete Beams with HRB500Bars,LiZuoTong/Hebei University of Technology,0/22
  2. Study on the Impact of Layouts of the Prestressed Steels on the Stress Behavior of the UPC Beams with High Strength Reinforced Steels,WuLongFei/Hebei University of Technology,0/9
  3. Experimental Research on the Flexure Performance of Unbonded Prestressed Steel Reinforced Concrete Beams,ZhangBo/Hunan University,0/17
  4. The Study on the External Prestressing Applied on the Reinforced Concrete Continuous Curved Girder Bridge,QuDeChao/Harbin Institute of Technology,0/0
  5. Load Carrying Capacity Calculation of Brittle-Plastic Structures and Its Application in Engineering Practice,LiuWenZheng/Tsinghua University,6/93
  6. Experimental and Theoretical Study on RC Beams Strengthened with CFRP,ChenYongXiu/Tongji University,2/796
  7. Study on the Structural Behaviors of Externally Prestressed Concrete Three-Span Continuous Beams,YangLi/Southwest Jiaotong University,9/653
  8. Study on Structural Behavior of Prestressed Steel-concrete Composite Beam Bridge,LiuWenHui/Jilin University,14/730
  9. Study on Mechanical Behavior of the Cast-In-Situ Pre-Stressed Concrete Two-Way Hollow Slab with Two-Way Tube Fillers,LiuZhaoQing/Southwest Jiaotong University,1/230
  10. Research on Design Methods of Concrete Beams and Slabs Partially Prestressed with Unbonded CFRP Tendons,BaiChongXi/Harbin Institute of Technology,1/118
  11. Reinforcement Mechanism of External Pre-stressed Concrete,YangJian/Kunming University of Science and Technology,2/238
  12. Research on Ultimate Bearing Capacity of Unbonded Prestressed Concrete Beams,TaoJing/Xiangtan University,3/231
  13. Study on the Structural Behaviors of Externally Prestressed Concrete Continuous Beam,ZhangXiaoYong/Southwest Jiaotong University,19/378
  14. Research on Bridge Analysis Method Based on Coordination Relationship of External Cables and Concrete,HuXin/Wuhan University of Technology,0/70
  15. On the Design Theory and Method of External Prestressing Concrete Beams,LiangXiaoFei/Chang'an University,13/427
  16. Study on Stress Increments Calculating Technique of External Tendons Based on Energy Method,ZhuZhengWei/Chongqing University,4/182
  17. Research on Bending Performance and Ultimate Load of Externally Prestressed Concrete Simple Supported Beams,LiDeHui/Changsha University of Science and Technology,10/252
  18. Test Study of External Prestressed Composite Steel-Concrete Beams Structure,ZhangYunLong/Jilin University,9/210
  19. Experimental Study and Theoretic Analysis on Strengthening Beam by External-prestressed-cable-offloading Method,ZhangYingXia/Wuhan University of Technology,2/128
  20. Multi-span continuous prestressed concrete structures unbonded stress analysis and design calculations,SongShunLong/Hefei University of Technology,1/132
  21. Research on Ultimate Stress Increment of Unbonded Prestressed Steel,ZuoChunYue/Guangxi University,5/176
  22. Analysis Method on Stress Increment of External Prestressing Concrete Beam Based on Deflection,HuZhiWang/Chang'an University,3/117
  23. The Application of the Externally Prestressed Technique in Continuous Rigid Frame Bridge,ZhangZuoMin/Chang'an University,6/188
  24. Research on Bending Capacity Experiments of RC Beams Externally Prestressed with CFRP Tendons,GengLiWei/Northeast Forestry University,1/69
  25. Study on New Joint Style of Simply-Supported-Continuous Girder Bridges,LiRongDa/Harbin Institute of Technology,1/46
  26. Research on Calculation Method for Stress Increment of Unbonded Tendons in Simple Beams and Slabs,HePengHui/Harbin Institute of Technology,0/33
  27. Application of Partially External Prestressing Technique in Continuous Frame Bridges,LiuGuangQing/Chang'an University,1/42
  28. Experimental Study on Flexural Behavior of Self-Compacting Concrete Thin-Walled Box Girder Prestressed with External Carbon Fiber Reinforced Polymer Sheets,JiangWeiZhong/Hunan University of Science and Technology,0/30
  29. Configuring HRB500 grade non-prestressed tendons unbonded partially prestressed concrete beams Experimental study on flexural,LouRuWei/Hebei University of Technology,0/40

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