1.
Research on In-situ Shear Test of RCC for Pengshui Hydropower Station
彭水水电站碾压混凝土原位抗剪试验研究
2.
The Kinetic Research Instrument of Restraining Surface Source Pollution-the Investigation and Manufacture of Electronic Intelligence the Soil Anti-Shear Intensity Measuring Instrument in Situ;
面源污染控制的动力学研究手段—电子智能土壤原位抗剪力测定仪的研制
3.
Experimental Study on the Detecting of Compressive Strength and Shear Strength of Fired Perforated Brick Masonry on the Spot;
空心砖墙体抗压强度及抗剪强度现场原位检测的试验研究
4.
The General Shear Strength and Slip Surface Position of Geotechnical Space
岩土空间面上抗剪强度与滑动面位置
5.
Embedded columns can increase shear strength as well as control of displacement and failure.
配以暗框边柱能提高剪力墙的抗剪强度、位移控制和破坏控制能力。
6.
Studies on Effects of the Numbers and Spatial Positions of Shear Walls on Seismic Performance of Frame-wall Structures;
剪力墙数量与空间位置对框架—剪力墙结构抗震性能影响的研究
7.
Numerical Simulation of Electrolytic Nickel Board's Cutting Process and Shear Stress
电解镍板剪切过程数值模拟及其单位剪切抗力的确定
8.
Researches on Displacement-based Seismic Performance of Brick Masonry Structures with Frame-shear Wall at the Bottom;
底层框剪砖房结构基于位移的抗震性能研究
9.
Displacement-Based Seismic Design for HPC Shear Wall;
高性能混凝土剪力墙结构基于位移的抗震设计
10.
Seismic Behavior Analysis of a High-rise Building of Frame-shear Wall Structure with High Transfer Floor;
高位转换框支剪力墙高层建筑抗震性能研究
11.
Analysis of the Earthquake-resistant Behavior of Tall Building of Short Leg Wall with High Transfer Floor
高位转换短肢剪力墙结构抗震性能分析
12.
neutralizing epitope
中和表位[诱导中和抗体的抗原表位]
13.
In situ shear experiment on the shear crack of giant loess landslide
巨型黄土滑坡剪出口滑带土的原位剪切试验研究
14.
Among them,19 ,40,13 antigens lie in HLA-A,B,DR loci respectively.
b位点抗原检出40种; DR位点抗原检出13种。
15.
The Primary Study of Gene Mutation and Alternative Splice in Hepatocellular Carcinoma;
原发性肝癌中基因突变和变位剪接的初步研究
16.
In-situ direct shear tests of highly weathered granite for certain nuclear power station
某核电站强风化花岗岩原位直剪试验研究
17.
Field Direct Shear Test of Loose Rock and Soil in Dulong Tin Ore Dumping Site
都龙锡矿排土场松散岩土体原位直剪试验研究
18.
Study on the formation of shear bands in BMGs by "in-situ" compression tests
大块金属玻璃剪切带形成的“原位”压缩实验研究