Dissertation 

About 24 item dissertation in line with BaoJingShan query results,the following is 1 to 50(Search took 0.044 seconds)

  1. Study on Relationship of Response Spectrum Attenuation of Wenchuan Earthquake,WanWei/China Seismological Bureau, Institute of Engineering Mechanics,0/87
  2. Study on Near-fault Effects of Wenchuan Earthquake,ZhaoJinZuo/China Seismological Bureau, Institute of Engineering Mechanics,0/69
  3. The Risk Assessment and Prevention Simulation of Anxian County,HanYuLong/Jilin University,0/73
  4. The Research of Seismic Damage Anomalies in Hanyuan during Wenchuan Great Earthquake,LiPing/China Seismological Bureau, Institute of Engineering Mechanics,0/20
  5. Forecasting Near-fault Ground Motion Field of Changchun City,ShengJian/Jilin University,0/183
  6. Study of the Worst Seismic Motion Input for Earth-dam Seismic Stability under the Oblique Incidence Condition,WuZhaoYing/China Seismological Bureau, Institute of Engineering Mechanics,5/336
  7. Study on Analysis Method of Rock Slope Seismic Stability,LiuHongShuai/China Seismological Bureau, Institute of Engineering Mechanics,26/1712
  8. The Study on Method of Seismic Response Analysis of Nonlinear Soil Layers,QiWenHao/China Seismological Bureau, Institute of Engineering Mechanics,1/424
  9. Study on Wall Rock Broken Zone’s Earthquake Response of Underground Chamber,SunYouWei/China Seismological Bureau, Institute of Engineering Mechanics,1/333
  10. Study on Seismic Capability and Analysis Method of Underground Subway Structures,SunChao/China Seismological Bureau, Institute of Engineering Mechanics,13/1026
  11. Study on Response Spectrum of Wenchuan Earthquake,GuoXiaoYun/China Seismological Bureau, Institute of Engineering Mechanics,2/295
  12. The Soil Layers Seismic Response Analysis of Xi’an Yanliang District,QuNing/Jilin University,0/94
  13. Study on the Comparison of Soil Layers Seismic Response Analysis Methods,QiWenHao/China Seismological Bureau, Institute of Engineering Mechanics,14/450
  14. Study on the Method of Site Classification Based on Soil Layer Construction,DiQingSheng/China Seismological Bureau, Institute of Engineering Mechanics,14/230
  15. Influence of Geometry on the Broken Zone of Underground Cavity,SunYouWei/China Seismological Bureau, Institute of Engineering Mechanics,12/429
  16. The Effect of the Soil Dynamics Parameters on the Design Response Spectrum of Site,LanJingYan/China Seismological Bureau, Institute of Engineering Mechanics,11/267
  17. Influence of Mining Subsidence on the Stability of Ground Surface,SunChao/China Seismological Bureau, Institute of Engineering Mechanics,14/830
  18. Study on the Effect of Soil Layer Construction on the Transfer Function of Ground,DingHao/China Seismological Bureau, Institute of Engineering Mechanics,2/104
  19. Statistical Analysis of Shear Wave Velocity in Construction Sites,ZhangZhongLi/China Seismological Bureau, Institute of Engineering Mechanics,0/128
  20. Influence of the Core-wall Structure on Seismic Prevention for Earth Rock-fill Dams,ChenXinQiang/China Seismological Bureau, Institute of Engineering Mechanics,0/194
  21. The Factors Analysis of Underground Cavity Broken Zone,XiaFeng/China Seismological Bureau, Institute of Engineering Mechanics,6/292
  22. The Effect of Inputting Interface of Earthquake Wave on the Seismic Parameters of Ground Motion,WangChong/China Seismological Bureau, Institute of Engineering Mechanics,1/91
  23. The Effect of Site Types on Platform Value of the Design Response Spectrum,LiPing/China Seismological Bureau, Institute of Engineering Mechanics,1/88
  24. The Statistics and Analysis of Soil Dynamic Parameters,QiuZhiGang/China Seismological Bureau, Institute of Engineering Mechanics,1/138

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