2) vertical stiffener joint
外肋环板节点
1.
Experimental study on seismic performance of vertical stiffener joints between concrete-filled square steel tubular column and steel beam;
方钢管混凝土柱与钢梁的外肋环板节点抗震性能试验研究
3) 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。
4) gusset plate
节点板
1.
Compressive behavior and ultimate strength of gusset plate contacted with single angle
单角钢螺栓连接节点板受压性能及极限承载力研究
2.
At the gusset plates of the stiffening steel truss girder of the bridge,both the structural formation and stress conditions are complicated.
主桥加劲钢桁梁的节点板处构造及受力均较复杂,采用通用有限元软件对代表性的节点板处局部应力进行空间分析,为设计提供了参考。
3.
It is presented concisely the aftermath of earthquakes,seismic behavior in laboratories and relevant code provisions of bracings and gusset plates in the braced frame system,and conception and method for seismic design of gusset plates for ductile performance.
介绍钢结构铰接框架-支撑体系中支撑和节点板的震害、实验室的抗震性能研究、有关规范的规定和具有延性性能的支撑和节点板的设计概念及方法。
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：双(2,3-环氧环戊基)醚玻璃布层合板
分子式：
CAS号：
性质：以双(2,3-环氧环戊基)醚为基料的层合板。马丁耐热270℃。拉伸强度371MPa。弯曲强度487MPa。冲击强度125kJ／m2。体积电阻率l.18×1015Ω·cm。将双(2,3-环氧环戊基)醚与固化剂等制成胶液或B阶树脂后,充分浸渍玻璃布,再叠层并层合即得。主要用作航空航天器材、电子元件和体育器材等。
CAS号：
性质：以双(2,3-环氧环戊基)醚为基料的层合板。马丁耐热270℃。拉伸强度371MPa。弯曲强度487MPa。冲击强度125kJ／m2。体积电阻率l.18×1015Ω·cm。将双(2,3-环氧环戊基)醚与固化剂等制成胶液或B阶树脂后,充分浸渍玻璃布,再叠层并层合即得。主要用作航空航天器材、电子元件和体育器材等。
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