1) partial shear connection
部分剪力连接
1.
A simplified calculation method for partial shear connection strength of composite slabs with profiled steel sheeting;
按部分剪力连接计算压型钢板-混凝土组合板承载力的简化方法
2.
Consistency factor method for calculating deformation of composite steel-concrete girders with partial shear connection;
部分剪力连接钢-混凝土组合梁变形计算的组合系数法
3.
Predicting deflection of simply supported steel-concrete composite beams with partial shear connection;
部分剪力连接钢—砼简支组合梁变形计算
2) partial shear connection
部分抗剪连接
1.
This paper briefly introduces the revised contents of composite steel concrete beams in China Code for Design of Steel Structures (GB50017-2002), including the designing method and basic theory of negative bending regions in continuous beam, partial shear connection, composite beams with profiled sheeting, and the reduced stiffness method for calculating the deflection of the composite beam.
本文简要介绍了《钢结构设计规范》(GB50017—2002)钢-混凝土组合梁一章所做的主要修订及补充内容,包括连续组合梁负弯矩区、组合梁变形、部分抗剪连接组合梁和压型钢板组合梁的设计计算方法及理论依据。
2.
In some cases,partial shear connection will be needed for design of continuous composite beams.
钢-混凝土连续组合梁在某些情况下需要按照部分抗剪连接设计。
3) part shear connection
部分剪切连接
1.
The calculation formula of part shear connection theory on longitudinal horizontal shear connection damage was deduced critically in order to accumulate experience for composite slab design.
分析介绍了组合楼板受弯破坏和纵向水平剪切破坏两种主要破坏形式的特征及承载力计算,重点推导出了部分剪切连接理论对于纵向水平剪切连接破坏的计算公式,旨在为组合楼板的设计积累经验。
4) partial shear connection steel concrete composite beam
部分剪力连接钢-混凝土组合梁
6) shear connector
剪力连接件
1.
Study on the finite element model of shear connector in integration part of composite beam;
混合梁结合部位剪力连接件的有限元模型研究
2.
Factors influencing the shear capacity of stud shear connector;
浅析栓钉剪力连接件受剪承载力的影响因素
3.
The behavior of a perfobond strip shear connector and the reinforcement effect of steel fiber on concrete were investigated.
为了考察钢-混凝土组合桥面板的整体工作性能,对1块简支钢-混凝土组合桥面板进行了试验,探讨了开孔钢板型剪力连接件的工作性能和混凝土中添加钢纤维的增强作用。
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