1.
Study on the Mechanical Characteristics of Two-tower Weakly Connected Joint Structures Subjected to Seismic Action
地震作用下双塔弱连接连体结构受力性能研究
2.
Affection of Location of the Connective Corridor on the Capability of Connection Structure and a Simple Method on Weakly Connected Structure;
连接体位置变化对连体结构抗震性能的影响和弱连接连体结构的简化计算
3.
About Knowledge Transferring Based on Weak-tie;
弱连接在促进隐藏隐性知识转移中的作用
4.
Research on Strength of Weak Ties and Rich Node Assortativity in Complex Value Networks
复杂价值网络富节点同配性与弱连接强度研究
5.
Seismic Design of Weak Connecting Slab in the Structure with Irregular Plane
平面不规则结构中薄弱连接楼板的抗震设计
6.
The Time-History Analysis and Vibration Control of Double-Tower Structure with Weak Connection under Earthquake Action;
双塔弱连接连体结构的地震反应时程分析及其振动控制
7.
Additionally, the replicated data provides additional availability in case of weak connection or disconnection.
另外,在弱连接或者断开连接的情况下复制的数据可以提供数据的可访问性。
8.
Fatigue Safety on Weak Connection of Arch Truss Cross Joint of Chaotianmen Yangtze River Bridge
朝天门长江大桥拱桁交叉节点弱连接的疲劳安全性
9.
Network signal strength is very low. You could unexpectedly lose your connection.
网络信号微弱。可能会意外丢失连接。
10.
Behaviour of Semi-Rigid Beam-to-Column Minor Axis Connections in Steel Frames;
钢框架梁柱弱轴半刚性连接性能研究
11.
The Analysis of Weak Beam Steel Moment Frames under Cyclic Load;
弱梁刚性连接钢框架的抗震性能研究
12.
Research on the behavior of beam-to-column web connection in dog-bone style
弱轴连接的梁柱狗骨式节点性能研究
13.
Study on Behavior of Extended End-plate Connection Joint with Reduce-beam Section in Beam-to-column Weak-axis Direction
翼缘削弱型外伸式端板连接节点在梁柱弱轴方向的受力性能研究
14.
a flimsy table; flimsy construction; a fragile link with the past.
易损坏的桌子；易损坏的建筑；和过去脆弱的连接。
15.
Offline Management is used in cases where mobile connectivity is nonexistent or low.
离线管理用于移动连接不存在或太弱的情况。
16.
Quasi-static Experimental Study about Weak Axis of the Semi-rigid Joint;
弱轴半刚性连接节点的伪静力试验研究
17.
Study on Behavior of Beam-to-column Minor Axis Connections Jointed by Double-angle in Steel Frame
钢框架梁柱弱轴双角钢连接受力性能研究
18.
Study on Behavior of Beam-to-Column Minor-Axis End-plate Connections in Steel Frame
钢框架梁柱弱轴端板连接受力性能研究