About 27 item dissertation in line with multi-support excitation query results,the following is 1 to 50(Search took 0.018 seconds)

  1. A New Response Spectrum Method for Multi-Support Excitations,ShaoShouLei/Zhejiang University,0/11
  2. Dynamic Analysis of Double Dome Shell Structure under Seis-mic Multi-support Excitation,BaiFuYu/Xi'an University of Architecture and Technology,0/8
  3. Seismic Response Analysis of Shear Wall Structure with Large Space at the Bottom under Multi-support and Multi-dimensional Earth Quake Excitation,ZhangZhenYu/Hebei Union University,0/1
  4. Analysis on Seismic Responses and Ultimate Bearing Capacity of Structure of the West Tianjin Railway Station,ZhangYanShou/Tianjin University,0/77
  5. Dynamic Analysis of Rigid Hinge in a Multi-Span Cable-Stayed Bridge,ZongZuo/Southwest Jiaotong University,0/46
  6. Mechanism of Water-Bridge Pier Dynamic Interaction and Nonlinear Seismic Responses of Bridges in Deep Water,HuangXin/Tianjin University,0/280
  7. The Seismic Response Analysis of Concrete Filled Steel Tube Arch Bridges,WangJie/China Seismological Bureau, Institute of Engineering Mechanics,0/65
  8. Seismic Response Analysis of Large-span Steel Truss Arch Bridge by Multi-support Excitation,TangWenDa/Central South University,0/87
  9. Experiment Research and Theoretical Analysis on Multi-Support and Multi-Dimensional Earthquake of Large Span Structures,FanZuo/Beijing University of Technology,4/607
  10. Research on Earthquake Response Characteristic and Seismic Control of Long Span Arch Bridges,LiZhengYing/Chongqing University,7/457
  11. Analysis of the Seismic Response of Long-Span Bridges by State Space Method,LeiTing/Southwest Jiaotong University,1/142
  12. The Simulation of Artificial Seismic Wave for Multi-support Excitation and the Application in Long-span Structure,GaoChong/Dalian University of Technology,2/286
  13. Seismic Analysis of Multi-span Continuous Bridge under Non-uniform Excitation,WangMingZuo/Tongji University,4/375
  14. The Reliability Analysis of Bridge Structures for Near-fault Ground Motion,DuYongGang/Dalian University of Technology,1/183
  15. Seismic Response Analysis and Vibration Control of Long-Span Bridge under Multi-Support Excitation,XuGuang/Beijing University of Technology,2/297
  16. The Reliability Analysis of Bridge Structures for Multi-supported Excitations,LiuZuo/Dalian University of Technology,3/303
  17. Non-Stationary Random Seismic Response Analysis of Long-Span Spatial Structures under Multi-Support and Multi-Dimensional Earthquake Excitation,LinWei/Tianjin University,1/323
  18. Seismic Response Analysis of Structural Parameters for Continuous Beam Bridge under Multi-Support Excitation,LiuJun/Harbin Institute of Technology,0/202
  19. Seismic Response Analysis of Long-Span Cable-Stayed Bridges under Non-Uniform Excitation and Aseismatic Design,LiuZuo/Southwest Jiaotong University,5/112
  20. Seismic Response Analysis of Concrete Filled Steel Tube Arch Bridge under Multi-support Excitation,YangYe/Xi'an University of Architecture and Technology,2/121
  21. Seismic Response Analysis of Long-span Space Grid under Multi-support Excitation and Vibration Control,YueWenPing/Xi'an University of Architecture and Technology,0/168
  22. Research on Framework of Whole-plan Cable Integrate Test System,ZhangBaoQiang/Nanjing University of Aeronautics and Astronautics,0/64
  23. Seismic Response Analysis of Transmission Tower-line System Under Multi-support Excitations,SunChaoZuo/Harbin Institute of Technology,0/79
  24. Multi-span continuous beam bridge seismic response of multi-point non- uniform excitation,WuJingXiang/Central South University,0/103
  25. Seismic Response Analysis of Continuous Rigid-Frame Bridge under Multi-Dimension and Multi-Support Excitation,GongChengWu/Harbin Institute of Technology,2/46
  26. Seismic Response Analysis and Isolated Measure Research of Long-Span Cable-Stayed Bridges,GuoXiaoTu/Southwest Jiaotong University,2/90
  27. Analysis on Wave-passage Effect of Long-span Grid under Multi-support Excitation,ZhaoYun/Xi'an University of Architecture and Technology,1/165

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