1) shear connection degree index
剪力连接程度系数
1.
This paper analyses the curvature distributions of the simply supported steel-concrete composite beams with partial shear connection under uniform distribution load considering slips of them,derives relationships between them and shear connection degree index.
本文对受均布荷载作用的部分剪力连接的简支钢—混凝土组合梁的在考虑滑移效应情况下的的梁的曲率分布及其与剪力连接程度系数之间的关系 。
2.
The author analyses the slip property of the simply supported steel-concrete composite beams with partial shear connection under uniform distribution load, including the slip strain? the slip and the curvature , and derives relationships between shear connection degree index and these parameters in this condition.
对受均布荷载作用的部分剪力连接钢 -混凝土简支组合梁的滑移性能———滑移应变、滑移及曲率进行了理论分析 ,得出它们的分布规律以及它们与剪力连接程度系数之间的关系。
2) degree of shear connection
剪力连接程度
1.
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。
3) shear connection
剪力连接程度
1.
Slip property is an important factor need to be considered in composite beams design, particularly in nowadays, composite beams with partial shear connection are considered to be more economical and reasonable structure forms, however, which will cause slip effect more significant.
推导了在负弯矩作用下简支组合梁的滑移方程和滑移应变方程，得出滑移和滑移应变的分布规律及其与组合梁剪力连接程度之间的关系；在滑移应变方程的基础上分别推导了滑移所引起的附加变形和附加弯矩表达式，定量得出了滑移效应对组合梁承载力和变形性能的影响。
4) shear connection coefficient
剪力连接系数
1.
From the experimental results,main factors influencing the ductility of a U-section steel-encased concrete composite beam,including concrete flange width,shear connection coefficient,concrete strength,transverse reinforcement ratio and steel yield strength,were d.
根据试验结果,用灰色系统理论对影响U型外包钢-混凝土组合梁延性的主要因素——混凝土翼缘板宽度、剪力连接系数、混凝土强度、横向配筋率和底部钢板的屈服强度——进行了分析,并在此基础上用有限元软件ANSYS对上述5个因素对组合梁延性的影响规律进行了定量分析。
5) shearing connection degree
剪力连接度
6) degree of shear connection
抗剪连接程度
1.
The influences of degree of shear connection and stud arrangement are discussed.
试件全部采用简支,跨中两点对称单调静力加载,考虑抗剪连接程度及栓钉布置形式的影响。
2.
The influences of degree of shear connection,sagging moment and negative bending are discussed.
试件全部采用简支,跨中两点对称单调静力加载,考虑抗剪连接程度及正负弯矩的影响。
补充资料：剪力墙
| 剪力墙 shear wall 房屋或构筑物中主要承受风荷载或地震作用引起的水平荷载的墙体。防止结构剪切破坏。又称抗风墙或抗震墙、结构墙。分平面剪力墙和筒体剪力墙。平面剪力墙用于钢筋混凝土框架结构、升板结构、无梁楼盖体系中。为增加结构的刚度、强度及抗倒塌能力，在某些部位可现浇或预制装配钢筋混凝土剪力墙。现浇剪力墙与周边梁、柱同时浇筑，整体性好。筒体剪力墙用于高层建筑、高耸结构和悬吊结构中 ，由电梯间、楼梯间、设备及辅助用房的间隔墙围成，筒壁均为现浇钢筋混凝土墙体，其刚度和强度较平面剪力墙高可承受较大的水平荷载。 |
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条