Shear connection degree has an effect on the flexural capacity and deflection of composite beams.
部分剪力连接对组合梁的受弯极限承载力和变形均有影响。
Shear connection nonlinearity always results in a significant increase in deflection of steel-concrete composite beams.
剪力连接的非线性将导致钢与混凝土组合梁挠度的显著增加。
A new steel-concrete composite structure was proposed which composed of steel box beam, PC beam and PBH Shear connection.
提出了一种新型钢砼组合结构——钢箱砼组合受弯构件，该构件由钢箱梁，钢筋混凝土梁及pbh剪力连接件组合。
The conclusion obtained may be a guide to the selection of shear connection degree of composite beams for actual projects.
其结论还可以指导实际工程中组合梁剪力连接程度的选择。
Based on the test results and analysis, restoring force model of composite steel concrete beam was established with consideration of the degree of shear connection.
在试验研究的基础上，考虑了剪力连接程度的影响，建立了钢—混凝土组合梁的恢复力模型，并编制了相应的计算程序。
Using spring to model the shear connection between concrete slab and steel girders shows that the connection is comparatively strong and can be treated as full restrained.
用弹簧单元模拟桥面板与钢梁的联结，结果表明该桥混凝土桥面板与钢梁的联结比较紧密，二者的联结可以视为固结。
A simplified method is presented for calculating the partial shear connection strength of a composite slab with profiled steel sheeting subjected to loads of various patterns.
提出多种荷载作用下，简支压型钢板-混凝土组合板承载力的部分剪力连接简化计算方法。
In the connection design of steel structure, the shear plate with high-strength bolt connection is extensively used at the flexible joint where the beam is connected to the weak axis of the column.
钢结构节点设计中，梁与柱弱轴方向的柔性连接常采用剪力板高强螺栓连接，螺栓群所承受的荷载有竖向力和偏心力矩。
It is sometimes referred to as a shear bearing connection.
它有时被称为一种剪切轴承连接。
Test results indicate that effective cooperation can be achieved by the shear-resistant connection between the reinforcement in the negative moment area and the outer-plated steel beam.
试验表明，外包钢-混凝土组合梁负弯矩区钢筋和外包钢梁通过抗剪连接措施能有效地共同工作；
Some kinds of joint types for horizontal connection of shear wall and beam connection are also introduced in detail.
剪力墙水平连接及梁连接分为多种节点形式。
Without shear resistant connection in slabs, the shear strength of the graded tailing paste mortar is more than that of high-density tailing mortar.
无抗剪联接条件下，分级尾砂膏体梁拼板试件的抗剪强度，大于高浓度砂浆梁拼板试件的抗剪强度。
The connection mode that the end of steel plate shear wall is firstly welded onto a piece of steel plate, then connected by high-strength bolt is reasonable and reliable;
屈服钢板墙约束板端部先焊接厚钢板，再用高强螺栓连接的方式较为合理可靠；
The connection mode that the end of steel plate shear wall is firstly welded onto a piece of steel plate, then connected by high-strength bolt is reasonable and reliable;
屈服钢板墙约束板端部先焊接厚钢板，再用高强螺栓连接的方式较为合理可靠；
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