Dissertation 

About 31 item dissertation in line with hysteretic energy query results,the following is 1 to 50(Search took 0.048 seconds)

  1. The Study of the Effect of T-stub Semi-rigid Conneciton on Seismic Behavior of Steel Frame,ZuoLiang/Changsha University of Science and Technology,1/49
  2. Parametric Analysis and Seismic Performance of New Perforated H-shaped Steel Dampers,WangShuang/Guangzhou University,0/71
  3. Seismic Response Analysis for Earthquake Resistant Structure Based on Energy Balance Method,FuLiangHua/Shenyang University of Technology,0/79
  4. Investigation of Seismic Performances of Reinforced Concrete High-Rise Frame Building,PengZhiHan/South China University of Technology,1/306
  5. The Research on Hysteretic Energy-based Evaluating Method of Structures’ Seismic Performance,ShengMingQiang/Tongji University,7/1210
  6. Analysis Method of Displacement and Energy Responses for Evaluating the Performance of Seismic Structures,XiaoMingKui/Chongqing University,57/1564
  7. Research on Seismic Behavior of High Strength Reinforced Concrete Frame Columns in Large-scale Thermal Power Plants,ZhangGuoJun/Xi'an University of Architecture and Technology,28/493
  8. Improvements on Pushover Analysis Procedure,MaoJianMeng/China Seismological Bureau, Institute of Engineering Mechanics,15/781
  9. Earthquake force characteristics of the structural member experimental study complex reactions,SunXianChun/Chinese Geology University (Beijing),1/139
  10. A Research on Seismic Performance Assessment Method and Application to Performance-based Design of Reinforced Concrete Buildings,GuanMinSheng/South China University of Technology,0/240
  11. Study on Energy-based Seismic Design Methodology and Application for RC Frames,MaQianLi/Tsinghua University,5/582
  12. Study on Energy-based Seismic Design Methodology for Reinforced Concrete Frame-Shear Wall Structures,ZuoZhiWei/Tsinghua University,7/782
  13. Experimental Study and Theoretic Research on Seismic Performance of the Superimposed Slab Shear Wall,LianXing/Hefei University of Technology,2/200
  14. Research on Structural Analysis and Installation Method of Buckling-Restrained Brace Based on Steel Frame,LiGuangTao/Chongqing University,6/244
  15. Energy-based Equivalent SDOF System of the Multiple-Story,YangGang/Chongqing University,2/198
  16. Research on the Hysteretic Energy Dissipation-based Pushover Analysis Method,JiangDie/Hunan University,3/326
  17. Performance-based Energy Method for Seismic Design in the SDOF System,DingYuChun/Beijing Jiaotong University,2/238
  18. Experimental Study on Energy Dissipation Hinge of Different Yield Reinforcement Concrete Structure,ZhouWeiMing/Yangzhou University,5/73
  19. Research on Reinforced Concrete Structures under Earthquake Excitation Based on Energy Method,ShiHangBiao/Wuhan University of Technology,3/121
  20. Experimental Study on Seismic Performance of High-strength Reinforced Concrete Circular Piers,YangXiYu/North China University of,0/94
  21. With high strength steel to improve the rectangular piers seismic performance test,XiaoXueLian/North China University of,0/99
  22. Preliminary Research on Buckling-Restrained Braces in Seismic Design of Bridge,ZhangShiYu/Beijing Jiaotong University,2/151
  23. Based on hysteretic energy Pushover Analysis Method Applied Research,LiYongQiang/Lanzhou Jiaotong University,0/165
  24. Performance-based Study on Modal Pushover and Dynamic Time-history Analysis,WangJianNing/Chongqing University,1/633
  25. The Energy Analysis Based on Sliding Base Isolation Structure under the Action of Near-Fault Seismic,LiuXiaoTong/Xi'an University of Architecture and Technology,1/23
  26. Research of Several Key Problems on Seismic Design of RC Girder Bridges Near Active Fault,ShenDan/Beijing Jiaotong University,0/95
  27. Energy Based Seismic Response of RC Frame Structures,XuZheng/Hefei University of Technology,0/59
  28. HRB500 reinforced concrete columns Seismic Behavior,DengYanQing/Chongqing University,7/232
  29. Study-based on Frame Structure Deformation and Seismic Energy Dissipation of the Failure Criterion,ChengZhiQiang/Chongqing University,0/112
  30. Pushover method to improve loading mode and loading the discussion,LongXiaoYan/Chongqing University,0/169
  31. Performance Analysis of Frames with Cyclic Loading Pushover Method Based on Multi-modal,XuHuanHuan/Chongqing University,1/142

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