About 14 item dissertation in line with modification factor query results,the following is 1 to 50(Search took 0.077 seconds)
- Effects of Initial State Fluctuations on Jet Quenching,ZhaoJunYing/Central China Normal University,0/0
- Study on Elastic-Plastic Response Spectra of SDOF with Different Hysteretic Models,YeZuo/Zhejiang University,0/131
- Large Transverse Momentum Meson and Isolated Photon Tagged Jets Production in Heavy-Ion Collisions,DaiWei/Central China Normal University,0/6
- Study of the Heavy Flavour Production via Hadronic and Semi-muonic Channels with ALICE at the LHC,LuoJieBin/Central China Normal University,0/11
- Study of Heavy Flavours from Muons Measured with the ALICE Detector in Proton-Proton and Heavy-Ion Collisions at the CERN-LHC,ZhangXiaoMing/Central China Normal University,0/41
- A Refined Theory for Earthquake-Resistant Design of Structures,ZhaoYongFeng/Zhejiang University,4/481
- The Molecular Basis of β-thalassaemia Intermedia in Southern China: Genotypic Heterogeneity and Phenotypic Diversity,ChenWanQun/Southern Medical University,,0/258
- Measurements of High-pT Identified Hadron Spectra in p+p and Au+Au Collisions at RHIC,XuYiChun/University of Science and Technology of China,0/49
- Study of the Time Series Forecasting Algorithm and System Realization Based on the ARIMA Model,ZhangLi/Jiangsu University,5/1021
- Modification of Human Reliability Analysis Using HCR Combination with THERP in Third Qinshan NPP PSA,LiuWeiHua/Shanghai Jiaotong University,1/228
- Study on the Application of CPT in Tianjin Soft Soil Area,GaoSongDong/Tianjin University,11/326
- The Elements Research on Remote Transmission of Vehicle Condition Signal,ChuHao/Changsha University of Science and Technology,0/147
- Experimental Analysis and Theoretical Studies on Steel Frame-Steel Plate Shear Wall Structures,LiYan/Xi'an University of Architecture and Technology,3/180
- The Design and Seismic Performance Analysis of Buckling Restrained Braced Steel Frames,ZhaoLin/Xi'an University of Architecture and Technology,0/146
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