1.
Analysis on Reliability and Contact Bonding for Sealed Electromagnetic Relay;
密封电磁继电器的可靠性及触点粘结失效分析
2.
The freezing point of the modified bone glue produced by this technics is very low and the adhesive strength is very high.
所得到的改性骨胶粘合剂凝固点低 ,粘结强度高
3.
A Model Analysis to Beam Bar Slippage of Seismic Structure Joints
抗震结构节点内梁纵筋粘结滑移的模型化方法
4.
Modern Application and Characteristics of the Engineering Design of Non-adhesion Prestressed Steel Bar
无粘结预应力钢筋的现代应用及工程设计特点
5.
Experimental Study on Seismic Performances of Unbonded Prestressed Concrete Beam-Column Exterior Joint;
无粘结预应力砼框架边节点抗震试验研究
6.
Static Analysis of Unbonded Partially Prestressed Reinforced Concrete (PPC) Beam-Column Connection Behavior;
无粘结部分预应力砼梁柱节点的受力性能研究
7.
Discussion on Quality Control Gist of Unbonded Prestressed Concrete Construction
浅谈无粘结预应力混凝土施工的质量控制要点
8.
Features of outsourcing bonded steel and it's application in the structural enforcement
外包粘钢技术的特点及其在结构加固中的应用
9.
Discussion on Main Point of Construction Supervision of Large-span BondedPrestressed Framework Beam
大跨度有粘结预应力框架梁工程施工监理要点
10.
Abstract: The characteristics of the eigenvalue problem of general viscoelastic structure are analyzed and its modal analysis method is put forward in this paper.
文摘:分析了一般粘弹结构特征值问题的特点，建立了一般粘弹结构的模态分析方法。
11.
2 The hardening state of an instant bond can be maintained at an optimal level since it will be pressed automatically within a certain time period after a bonding .
由于粘结点胶后确定时间内自动施压，固化状态能维持最佳粘结力水平。
12.
Tending toward, concerning, or characteristic of agglutination.
粘结的；粘性的倾向于粘结的，关于粘结的或具有粘结特性的
13.
ELASTOPLASTIC EARTHQUAKE RESPONSE OF STRUCTURE CONSIDERING SLIPPAGE BETWEEN LONGITUDINAL STEEL BAR AND CONCRETE OF BEAM IN NODES
考虑节点内梁纵筋粘结滑移的结构弹塑性地震反应
14.
The act or process of agglutinating;adhesion of distinct parts.
粘结；胶合粘结的行为或过程；独立部分的粘结
15.
dross coal
渣煤, 不粘(结性)煤
16.
The bonding technology contains enormous advantages in comparison to other joining processes.
与其他综合工艺比较,此种粘结技术具有很多优点。
17.
Sets/returns value determining whether insertion point left at beginning or end of pasted text.
设置/返回一个值，该值确定插入点留在已粘贴文本的开头还是结尾。
18.
Experimental Research on Bond Deterioration of Beam Bar of the Interior Joint in Earthquake-resistant Frames;
抗震框架中间层中节点梁筋粘结退化性能试验研究