3) top column joint
顶层中间节点
1.
Relevant provisions on seismic check of interior top column joints in the former Design Code of Reinforced Concrete Structures (GBJ10—89),were based on experiences,not on reliable testing data.
《混凝土结构设计规范》(GBJ1 0— 89)因缺乏试验依据 ,仅根据推断给出了钢筋混凝土框架顶层中间节点抗震验算的有关规定 ,而将主要构造规定留作空缺。
4) top story knee joint
顶层端节点
1.
Finite element analysis on the behavior of top story knee joint of concrete structures with short shear walland unbonded tendons prestressed slab;
短肢墙预应力楼盖结构顶层端节点受力性能有限元分析
2.
At first it studies mainly the bearing seismic capacity and bars’ detail arrangement of four top story knee joints for the concrete structure system.
本文通过两个短肢剪力墙无粘结预应力楼盖结构体系子空间结构模型的低周反复加载试验,分析研究了这种结构体系的综合抗震性能,主要研究了这种结构体系4个顶层端节点的受力性能及构造措施,并对顶层端节点的设计方法及构造措施提出了设计建议。
5) knee joint
顶层端节点
1.
The earthquake resistant experimental research on knee joint of concrete structures with short flanged wall and unbonded prestressed slab;
短肢墙无粘结预应力楼盖结构顶层端节点抗震性能试验研究
2.
On the basis of two dimensional nonlinear finite element analysis of reinforced concrete programmed by the first author,full range analysis of knee joints in the frame and adjacent beams and columns is carried out.
利用本文第一作者编制并经过校准的钢筋混凝土二维非线性有限元分析程序，对框架顶层端节点及其相邻梁、柱段进行了全过程分析，探讨了该类节点斜压破坏条件与梁、柱端截面配筋特征值和节点外上角负弯矩钢筋相对弯弧半径之间的关系， 为国家标准《混凝土结构设计规范》给出这类节点合理的斜压破坏控制条件提供了分析依据。
3.
Consulting with the Recommendations for Design of Beam-Column Connectionsin Monolithic Reinforced Concrete Structures(ACI352R-02) of the United States andConcrete Structure Design Code(GB50010-2002) of China, three full-sca le beamcolumnknee joints of reinforcement concrete frame structure with differentreinforcement were tested under low-cyclic reversa ls.
本课题开展了使用带锚固板钢筋的钢筋混凝土框架顶层端节点的抗震性能试验研究。
6) middle node
中间节点
1.
Based on the assessment of middle node\'s subjective trust degree,this protocol computes the best send rate of the source node with distributed method,as well as the best forward rate of the middle nodes.
在利用主观信任度对中间节点的恶意程度进行评估的基础上,分布式计算出源端节点发送数据的最佳速率,以及各中间节点的最佳转发速率。
补充资料：涂中间层
分子式：
CAS号：
性质：是在底漆与面漆之间涂施二道浆、封闭层或喷用腻子等中间涂层的涂装作业。其目的是保护底漆和腻子层，以免为面漆咬起，增加底漆与面漆的层间结合力，消除底涂层的缺陷和过分的粗糙度，增加涂层的丰满度，提高涂层的装饰性和保护性。适用于装饰性要求较高的涂层。
CAS号：
性质：是在底漆与面漆之间涂施二道浆、封闭层或喷用腻子等中间涂层的涂装作业。其目的是保护底漆和腻子层，以免为面漆咬起，增加底漆与面漆的层间结合力，消除底涂层的缺陷和过分的粗糙度，增加涂层的丰满度，提高涂层的装饰性和保护性。适用于装饰性要求较高的涂层。
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