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1)  transfer joint
转换节点
1.
According to test results of three specimens of transfer joint of T-shaped RC wall under vertical static loads and results of corresponding nonlinear finite element analysis (ANSYS), fundamental behaviors of the joint are achieved, which include path of vertical load transfer, stress distributions, occurrence and development of cracks and final failure mode of the joint.
本文通过三个钢筋混凝土T型薄壁柱转换节点在竖向荷载作用下的静力试验以及非线性有限元分析,获得了该节点的基本性能,其中包括竖向荷载的传递路径、试件的应力分布、裂缝的发生、发展以及试件最后的破坏形态等。
2.
In special-shaped column-rectangle column transfer joint,when the cross section of the special-shaped column surpasses that of the rectangle at the bottom,some part of the cross section of the special-shaped column will stay on the frame beam,which directly affect the design of the frame.
在异形柱一矩形柱转换节点中,当异形柱截面大于底部矩形柱截面时,上部异形柱的部分截面落在框架梁上,直接影响框架的设计。
2)  transferring joint
转换节点
1.
The comparison between nonlinear FEA and experiment of an RC inclined-column transferring joint;
钢筋混凝土斜柱转换节点非线性有限元分析与试验的对比
2.
A nonlinear finite element analysis using ANSYS is applied to the vertical mechanical behaviors of three specimens of reinforced concrete transferring joints with inclined columns, which are used in high-rise buildings.
采用有限元分析程序ANSYS对三个钢筋混凝土斜柱转换节点在竖向荷载下的受力性能进行非线性分析,研究斜柱转换节点的受力特点、传力方式及破坏方式等结构性能,并与试验结果进行对比,讨论ANSYS在该类钢筋混凝土异形节点非线性分析中的可靠性。
3)  transform node
转换节点
1.
ANSYS analysis of structure transform node of Hongzhou pagoda;
洪洲宝塔结构转换节点的ANSYS分析
4)  transferring joints
转换节点
1.
Aseismic behaviors of transferring joints for steel reinforced concrete beam;
型钢混凝土梁式转换节点抗震性能研究
5)  beam-column joint of transfer beam
转换梁柱节点
6)  local transfer joint
局部转换节点
1.
Finite element analysis of the behavior of RC local transfer joints from square column to T-shaped wall under vertical loads;
采用ANSYS分析方柱—T形薄壁柱局部转换节点的受力特征
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可转换证券的转换价值——
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