Experimental research on tightening sequence of high strength bolts in end plate connection of steel structure 钢结构端板连接高强度螺栓施拧顺序的试验研究
So the goal of this paper is to establish a reasonable strength model of end - plate connections 本文的目标在于要建立一个能够反映端板连接实际受力情况的节点强度计算模型。
The finite element model established in this thesis can be used to study other capacities of end - plate connections 本文所建立的有限元模型也适用于其它端板连接性能的研究。
The extended end - plate connections is fit for installation and orientation , so it has been widely adopted in practice 螺栓端板连接由于其易于安装和定位，施工较方便而被广泛采用。
Tube - plate - spherical joints is a special type of joint when gusset plate connections to slotted tubes is applying in large span structures 管板球节点是管板节点应用于大跨结构的加强形式。
The method of predicting the ultimate strength of end - plate connections given in this thesis can be referred by designers 本文给出的端板强度计算方法对于钢结构端板连接节点的设计有一定的参考价值。
But proper design of the end - plate connection has good ductility and can be subjected to severe earthquake 而螺栓端板连接这种连接形式只要经过正确的设计，就能够表现出较好的延性，能够承受较大的地震荷载。
In light - steel portal frame design , end - plate connection is presumed to be complete stiffness connection , and that ' s not the case 在轻型门式刚架结构设计中，通常将端板连接作为完全刚性连接，而事实并非如此。
The influence of nondimensional parameters and on failuremode and ultimate tensile strength of gusset plate connections to slotted tubes arestudied 、钢管直径与钢管壁厚之比?对该类节点破坏模式和极限承载力的影响。
Analysis of nonlinear finite - element for ultimate strength of gusset plate connections to slotted tubes with ansys program are carried out in this dissertation 本文采用通用有限元程序ansys对管板节点进行了非线性有限元分析研究。
