剪力连接程度,degree of shear connection
1)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 thedegree 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。
2)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 partialshear 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。
3)shearing connection degree剪力连接度
4)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 andshear 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 betweenshear 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。
5)degree of shear connection抗剪连接程度
1.The influences ofdegree 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 ofdegree 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。
6)Shear connection剪力连接
英文短句/例句
1.Research and Model Test of Shear Connector in the Steel-Concrete Composite Structure;钢混组合结构中剪力连接件试验研究
2.Research on Performance of Shear Connectors on the PC Box-girder Bridge with Corrugated Steel Webs波形钢腹板PC箱梁桥剪力连接件研究
3.Study on the Curvature Distribution of the Partial Shear Connection Steel-concrete Composite Beams;部分剪力连接钢—混凝土组合梁曲率的理论分析
4.Research and Model Test of Shear Connector in Prestressed Concrete Box Girder with Corrugated Steel WebsPC波形钢腹板箱梁剪力连接件的试验与研究
5.The Study of Shear Conecting Behavior in Anchorage Zone of Pylon of Jintang Bridge金塘大桥索塔锚固区段剪力连接行为研究
6.Behavior of Channel Shear Connectors, Part II:Analytical Study槽钢剪力连接件的性能研究第二部分:分析研究
7.Behavior of Channel Shear Connectors, Part I:Experimental Study槽钢剪力连接件的性能研究第一部分:试验研究
8.Behaviour Study of Shear Connector in Prestressed Concrete Box Girder with Corrugated Steel Webs波纹钢腹板预应力混凝土箱梁剪力连接件受力性能研究
9.Experimental Studies of Shear Connectors in External Prestressed Combination Box-Girder Bridge with Corrugated Steel Webs;波纹钢腹板体外预应力组合箱梁剪力连接件实验研究
10.The Research and Optimization Design on the Shear Connector of Steel-Lightweight Aggregate Concrete Composite Beam;钢与轻骨料混凝土组合梁剪力连接件性能研究及优化设计
11.Research on the slip behavior of the simply supported composite beams of steel and concrete with partial shear connection;部分剪力连接钢—混凝土简支组合梁滑移性能研究
12.SHERA RESISTANCE BEHAVIOR OF TWO-SIDE CONNECTED STEEL-PLATE SHEAR WALL(SPSW)两边连接钢板剪力墙抗剪静力性能研究
13.Seismic Behaviour of Steel Plate Shear Walls and Composite Shear Walls with Two-Side Connections两边连接钢板剪力墙及组合剪力墙抗震性能研究
14.Shear Behaviour Experiment Investigate of Stressed Skin Diaphragms Connected by the Self-Tapping Screws;自攻螺丝连接受力蒙皮组合体的抗剪性能研究
15.Seismic behavior of cast-in-place reinforced concrete hollow slab-shear wall joints现浇空心楼板-剪力墙连接节点抗震性能研究
16.Simplified model of steel-concrete composite shear wall with two-side connections两边连接钢板混凝土组合剪力墙简化分析模型
17.Experiment on Working Performance of Connection Constructional Measure Between Concrete Filled Steel Tube Columns and Shear Wall钢管混凝土边框与剪力墙连接键工作性能试验
18.stressed collar剪力环（螺栓联接）
相关短句/例句
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 partialshear 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。
3)shearing connection degree剪力连接度
4)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 andshear 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 betweenshear 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。
5)degree of shear connection抗剪连接程度
1.The influences ofdegree 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 ofdegree 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。
6)Shear connection剪力连接
延伸阅读
剪力墙剪力墙shearwall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。
