1) joints connected by continuous diaphragms
内隔板贯通式节点
2) joint with through diaphragms
隔板贯通式节点
1.
The similarities and differences are analysed between joint with through diaphragms .
为了促进方管柱-H型钢梁隔板贯通式节点的应用,在试验数据的基础上对其进行了有限元数值分析,对比隔板贯通节点与柱贯通节点的异同点,并分析了隔板挑出长度和轴压比对节点承载力的影响,提出改进方向。
3) diaphragm-through joints
隔板贯通节点
1.
Ten specimens of the diaphragm-through joint model are studied by static tensile tests to investi,and the experimental results indicate that diaphragm-through joints have high yield load-bearing capacity and good ductility.
为研究方钢管混凝土柱与钢梁翼缘连接的受力性能,对隔板贯通节点梁翼缘受拉模型进行了十个节点试件的静力拉伸试验,试验结果表明,隔板贯通节点具有较高的承载力和良好的延性。
4) Diaphragm-Through Joint
隔板贯通节点
1.
Four full-scale cruciform specimens were subjected to low-reversed cyclic loading to investigate the seismic performance of diaphragm-through joint between concrete-filled square steel tubular column and steel beam.
结果表明,隔板贯通节点滞回曲线饱满,具有较强的耗能能力;钢梁翼缘与隔板的连接构造对节点的延性、耗能能力和刚度退化影响较大,倒角放坡型节点比侧板加强型节点具有更好的抗震性能;隔板的厚度、浇筑孔径和钢管的宽厚比对梁端破坏节点的抗震性能影响较小,但在试件中浇筑混凝土可以显著提高节点刚度,减小核心区的剪切变形,改善隔板贯通节点的抗震性能。
2.
In order to investigate the structural behavior of the connection between concrete-filled square steel tubular col-umn and steel beam flange,eleven cruciform specimens of diaphragm-through joint model were studied by static tensile test on the basis of load-bearing capability theory of joints.
为研究方钢管混凝土柱与钢梁受拉翼缘连接的结构性能,基于隔板贯通节点承载力理论,对11个十字形节点试件进行了静力拉伸试验。
5) through interior diaphragm
内隔板贯通
6) interior diaphragm connection
内隔板式节点
1.
A total of three interior diaphragm connections with only three edges welded to the tubes for concrete-filled square steel tube with different axial compression force ratios have been tested under low-cyclic reversed loading at the end of column to study the failure modes,ductility,and energy dissipation behavior.
三面焊接的内隔板式节点可以用于方钢管混凝土边柱节点。
补充资料：袋式隔板
分子式：
CAS号：
性质： 将电池极板的两面、两侧及底部包住，形如口袋状的隔板。有利于防止电池因活性物质脱落或正、负极板相对位置的变化造成短路。
CAS号：
性质： 将电池极板的两面、两侧及底部包住，形如口袋状的隔板。有利于防止电池因活性物质脱落或正、负极板相对位置的变化造成短路。
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