钢-混凝土组合结构是指将钢材与混凝土结构通过剪切连接件组合在一起的整体受力结构。
Steel-concrete composite structure is a global stress structure which connected steel and concrete structure together by shear connectors.
对现有剪切连接件形式进行了总结，并针对现有连接件的缺点，提出了大型剪切连接件的形式。
This paper concludes the styles of connector, and proposes large-scale connector by analyzing the disadvantages of usual connector.
钢—混凝土组合梁是利用钢材宜受拉，混凝土宜受压的特点，将两种材料通过剪切连接件组合成为整体而共同受力的一种新型结构。
Steel-concrete composite beam is a new kind of structure, which combines steel and concrete to an integrity by the shearing connecting pieces and make them work together .
最后通过有限元分析对栓钉连接件与大型剪切连接件进行比较分析，结果表明，大型剪切连接件的各方面性能均优于普通栓钉连接件。
It is concluded that the performance of large-scale connector is superior to what of the peg-connector by comparing large-scale connector with peg-connector with finite element analysis.
它有时被称为一种剪切轴承连接。
目的：研究高、低剪切力对动脉内皮通透性和紧密连接的影响。
AIM: To investigate the effect of high and low shear stress on endothelial permeability and tight junctions (TJs).
作者推导了具有转动弹性连接的杆单元刚度矩阵和荷载转移矩阵，其中考虑了横向剪切效应。通常的两端铰接、两端刚接或一端铰接、一端刚接的杆元刚度矩阵只是作者所推导的刚度阵的一些特例。
In this paper, the stiffness matrix and the loading transfer matrix of frame element with turn elastic connections is deduced, the cross shear effect has been taken into consideration simultaneously.
半刚性连接还对结构的二阶效应及剪切变形的影响起放大作用，降低结构的极限承载力。
Furthermore, the second-order effect and shear deformation of the structures were magnified due to semi-rigid connections, the ultimate load resistance of the structures was reduced simultaneity.
针对螺栓连接件剪切刚度分散性问题，对螺栓配合间隙影响剪切刚度的重要因素开展研究。
Researches on the influence of bolt fit clearance upon shearing stiffness was presented, in accordance with the shearing stiffness dispersivity of bolted fastenings.
由于墙板和立柱是通过自钻螺钉连接在一起，因此对钢板-墙板之间由自钻螺钉相连的抗剪性能进行了试验研究，得到了连接件的剪切刚度。
Furthermore, since the stud and wallboard are connected by self-drilling screws, the fastening pieces between steel and wallboard tests are taken to get the shear rigidity.
合理地设计抗剪连接件需要有效地控制钢腹板和混凝土材料之间的水平剪切力。
Reasonable design of shear connector need availably control of horizontal shearing force between steel webs.
本文通过疲劳寿命计算和试验，研究了结构连接部位的紧固件剪切刚度不同，对疲劳寿命的影响。
A fatigue life calculation and test was performed to investigate the influence of use of different-stiffness fasteners on structure fatigue life in repair area.
研究结果表明，结构件之间的连接部位混合使用不同剪切刚度的紧固件，将会比较明显地降低结构连接部位的疲劳寿命。
The results indicate that the mixed use of different-shear stiffness fasteners will lead to obviously reduced structure fatigue life in attached area.
研究结果表明，结构件之间的连接部位混合使用不同剪切刚度的紧固件，将会比较明显地降低结构连接部位的疲劳寿命。
The results indicate that the mixed use of different-shear stiffness fasteners will lead to obviously reduced structure fatigue life in attached area.
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