Dissertation 

About 78 item dissertation in line with BaiShaoLiang query results,the following is 1 to 50(Search took 0.069 seconds)

  1. Research on the Second-Order Effect of Reinforced Concrete Bent-Frames and the Effective Length of Bent-Columns,QuanHanCong/Chongqing University,0/32
  2. Nonliear Sectional Analysis of Reinforced Concrete Structure with Moment and Shear Force Interaction,ChenJianFeng/Chongqing University,0/77
  3. Comparison of Shear Wall Special Boundary Element Requirements and Identification of Nonelastic Behavior of Frame-Tube Structure,ChenKang/Chongqing University,0/4
  4. Re-evaluation of the Effectiveness of Seismic Measures for Frame Structures in Chinese Intensity Region7(0.10g),LiYunFeng/Chongqing University,0/1
  5. Re-evaluation of the Effectiveness of Seismic Measures for Frame Structures in Chinese Intensity Region7(0.15g),ZhuJingZuo/Chongqing University,0/2
  6. Research on Stiffness Property of Shear Wall Considering the Inelasticity,ZhongZuo/Chongqing University,0/53
  7. Preliminary Evaluation on the Seismic Behavior of Super High-rise Structure Examples on the Support of PERFORM3D Software,QinBaoLin/Chongqing University,1/351
  8. The Identification and Recommendations for Improvement of the Analytical Method of the P-Δ Effect for Structures in Current Codes,DengLingYun/Chongqing University,0/62
  9. The Research of Second-order Effect and Design Method of Reinforced Concrete Structure,LiuYi/Chongqing University,9/336
  10. Study on Internal Force Redistribution and Moment Modification in Prestressed Concrete Frame,ChenMingZheng/Chongqing University,9/392
  11. Verifications of Inelastic Seismic Response Performance of Reinforced Concrete Frame and Frame-wall Structures,WeiFeng/Chongqing University,21/685
  12. Study and Evaluation on Reliability of Steel Structural Buildings,DaiGuoXin/Chongqing University,5/833
  13. Experiment and Analysis of Seismic Performance of Box-shaped Joint in Mega-frame Structure,YuanZhengQiang/Chongqing University,12/301
  14. Strength and Stability of Reinforced Concrete Frame Column Considering Characters of Nonlinear and Second-order Effect,WeiWei/Chongqing University,17/401
  15. Analysis Method of Displacement and Energy Responses for Evaluating the Performance of Seismic Structures,XiaoMingKui/Chongqing University,57/1564
  16. Test and Analysis of Compatibility Torsion in the Long-span P.C. Secondary Beams Floor System,HuangYin/Chongqing University,11/227
  17. Seismic Behaviour and Design of Joints in a Reinforced Concrete Frame,FuJianPing/Chongqing University,113/1492
  18. Experimental Study on Seismic Behavior and Design Method Study of Small Span-to-Depth Ratio Coupling Beams of Seismic RC Shear Walls,PiTianXiang/Chongqing University,15/609
  19. Experimental Research for the Seismic Behavior of Exterior Joint with HRB500 Steel,WangXinJun/Chongqing University,1/71
  20. Experimental Research of the Interior Joint with HRB500 Steel in Earthquake-resistant Frames,GeHongLiang/Chongqing University,2/86
  21. Experimental Research of the Beam-Column Knee Joint with HRB500 Steel in Earthquake-resistant Frames,FengChangZheng/Chongqing University,4/75
  22. Research on Seismic Shear Capacity of Reinforced Concrete Structural Walls with Flanges,WangJinLin/Chongqing University,5/177
  23. Experimental Study on Short-span Coupling Beams with Bidiagonally Reinforced Bar and Design Advise,ZhanLin/Chongqing University,4/84
  24. Analyses of Internal Forces of the Building Floor and Concealed Beams under Partitions with Finite Element Method,WuChuanSheng/Chongqing University,3/145
  25. Research of Improved Measures for Seismic Design Category Ⅱ Considering R-μ Principle and Other Integrated Influence,WuXuePing/Chongqing University,0/34
  26. Preliminary Analysis of R-μ Relationships of MDOF and Influence of the Degree of Statical Indeterminacy on Overstrength,LiuLanHua/Chongqing University,4/64
  27. Study on Seismic Provisions for RC Seismic Design Category I Frame-wall and Frame-tube Structures Based on Nonlinear-Dynamic Analysis,ChenWenKe/Chongqing University,6/80
  28. Research on Seismic Design Method of RC Category Ⅱ Framework Based on Nonlinear Dynamic Analysis,HuangJia/Chongqing University,2/96
  29. Experimental Research of Seismic Behavior of Coupling Beams with Efficacious Detailing of Shear Walls Resistance,CaoYunFeng/Chongqing University,8/140
  30. Seismic Shear Ratio hole coupling beam reinforcement effective manner and Analysis Model,ZhaoJieLin/Chongqing University,19/228
  31. Experimental Research on Bond Deterioration of Beam Bar of the Interior Joint in Earthquake-resistant Frames,LiuXiao/Chongqing University,1/184
  32. R-μ Principle in Seismic Design and Overstrength Character Analysis of Typical Reinforced Concrete Frame Structures,LiGangQiang/Chongqing University,9/170
  33. Experimental Study on Small-Span-to-Depth-Ratio Coupling Beams with New Reinforce Scheme and Design Method,ChenJingZhou/Chongqing University,8/74
  34. Research on the Accumulative Damage Constitutive of HSC under Large Strain,WuCongChao/Chongqing University,1/282
  35. Experimental Study on Seismic Behavior of Short-span Coupling Beams of Shear Walls,LiuGuangWei/Chongqing University,4/151
  36. The Research on Several Second-Order Effect Problems of RC Structures,ZhuZhanYou/Chongqing University,4/169
  37. Study on Utility Design Methods of Second-Order Effect for Multiple-Story and Tall Reinforced Concrete Buildings,LiZhanPing/Chongqing University,3/152
  38. Research on Criteria for Failure of the RC Column and the Damage Cumulation Behavior of Its Concrete Fiber,WangMin/Chongqing University,11/426
  39. Experimental Research on Seismic Behavior of Concrete Special Shaped Column Frame Joints,ZhangDiChuan/Chongqing University,5/197
  40. Based on nonlinear dynamic analysis of frame - shear seismic verification requirements,ChenXiaoYing/Chongqing University,10/177
  41. The Verification of the Seismic Measures for Frame-Tube Structure and the Anti-Shear Design Method for Joints,LinShuZuo/Chongqing University,3/111
  42. Experimental Research on the Seismic Behavior of Rectangular and Circular Column Interior Joint with High Shear-Compression Ratio and High Axial Load Ratio in the Frame,ZhuAiPing/Chongqing University,10/148
  43. Concrete under high strain constitutive law of cumulative damage,MuSuiFeng/Chongqing University,5/255
  44. Dynamic Character and Damage Analysis to RC Frames Based on New Seismic Code in Earthquake Intensity Category Regions 8、9,LiuGuangMing/Chongqing University,6/218
  45. Reinforced concrete shear seismic shear behavior and finite element simulation,DuJing/Chongqing University,4/446
  46. The Second-order Effect and Effective Length of Reinforced Concrete Column in Single-story Mill Bent,ZhangWangHong/Chongqing University,4/118
  47. Verification Based on Inelastic Dynamic Analysis for Availability of Seismic Regulation Revised of Reinforced Concrete Framework,LeiJiChuan/Chongqing University,7/98
  48. Nonlinear Dynamic Analysis to RC Frame in 0.15g and 0.30g Regions of Design Basic Ground Motion Acceleration,WuYong/Chongqing University,5/204
  49. Wide reinforced concrete beams and thin wall joint preliminary tests and nonlinear analysis,LiPingChang/Chongqing University,8/103
  50. NONLINEAR DYNAMIC ANALYSIS TO INDUSTRIAL RC MULTISTORY-FRAME,ZouShengBin/Chongqing University,8/217

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