1) flat slab-T-shaped column connection
平板-T形柱节点
1.
Experimental study on punching shear behavior of unbonded prestressed concrete flat slab-T-shaped column connections;
无粘结预应力混凝土平板-T形柱节点冲切性能试验研究
2.
Based on the experimental study of six unbonded prestressed concrete flat slab-T-shaped column connections under low-cycle reversed loads, the loading processes and the failure features of the connection specimens were analyzed.
在6个无粘结预应力砼(PC)平板-T形柱节点试件的低周反复加载试验基础上,描述了各试件的受力过程和破坏特性,分析对比了T形柱截面参数和不平衡弯矩加载方向对该节点刚度、承载能力退化和耗能能力、变形恢复能力的影响,并对该节点的抗震性能进行了评价。
2) flat slab-T-shaped interior column connection
平板-T形中柱节点
3) T-shaped column frame joints
T形柱框架节点
1.
Non-linear FEA of mechanics behavior of T-shaped column frame joints;
T形柱框架节点受剪承载力的非线性有限元分析
4) column-slab joint
板柱节点
1.
The column-slab joint keeps the concrete flat plate continuous and set a pallet by increasing the thickness of the slab partially near the column capital,in which steel hoops are placed.
通过对新型钢管混凝土板柱节点抗冲切性能的试验结果进行分析,借鉴混凝土结构设计规范,提出了该节点抗冲切的计算公式和设计建议。
5) slab-column connection
板柱节点
1.
Design of slab-column connections under combined vertical force and unbalanced moment;
竖向荷载和不平衡弯矩共同作用下板柱节点的设计
2.
The main failure modes of slab-column connections are flexural failure and punching failure under severe earthquake.
罕遇地震作用下,板柱节点主要有弯曲破坏和冲切破坏两种破坏形态,而板柱节点发生冲切破坏后,板传递弯矩的能力迅速降低。
3.
In addition to vertical shear force, slab-column connections also have to transfer unbalanced moment due to combined vertical and lateral forces as a result of wind effect or earthquake excitations.
在风荷载或地震荷载等水平荷载及竖向荷载共同作用下,板柱节点除了要传递垂直剪力外,还必须传递较大的不平衡弯矩。
6) slab-column joint
板柱节点
1.
Bearing capacity of slab-column joint of concrete-filled tube column:a research based on anti-collapse theory
钢管混凝土板柱节点受力性能——基于抗倒塌理论的研究
2.
In order to obtain the hinge node of the concrete filled steel tube slab-column structure,the joints are designed into two different kinds of slab-column joints,the reduced scale of which is 2100 mm×2100 mm.
板柱节点被设计成两种不同柱截面形式,试件缩尺设计为2100 mm×2100 mm的钢筋混凝土板,该节点在钢管柱外表面焊有悬挑50 mm钢托板,以实现钢管混凝土板柱结构的铰接节点。
补充资料：V形柱式支座
分子式：
CAS号：
性质：每两根支柱组成一组呈V字形结构，每组支柱与球形容器的赤道圈等距离相连，柱间无拉杆连接的一种球形容器柱式支座。其承受膨胀变形较好。并且由于支柱与壳体相切，相对赤道平面的垂线向内倾斜2°～3°，因而在连接处可产生一向心水平力，增加了基础的稳定性。
CAS号：
性质：每两根支柱组成一组呈V字形结构，每组支柱与球形容器的赤道圈等距离相连，柱间无拉杆连接的一种球形容器柱式支座。其承受膨胀变形较好。并且由于支柱与壳体相切，相对赤道平面的垂线向内倾斜2°～3°，因而在连接处可产生一向心水平力，增加了基础的稳定性。
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