plate connection造句

• Curve model control parameter analysis of extended end plate connection
  关系曲线控制参数的研究
• Exploration on the design method of bolted end - plate connection
  对钢结构端板连接节点设计方法的探析
• Study on calculation theory of reacting force in end - plate connections
  端板连接中端板反力计算理论的探讨
• Cyclic tests of semirigid end - plate connections in multi - story steel frames
  多层钢框架半刚性端板连接的循环荷载试验研究
• Finite element analysis of the behavior of extended end - plate connections under fire
  外伸端板中节点火灾行为的有限元分析
• Comparison of tightening sequences of high strength bolts in end - plate connections
  钢结构端板连接高强度螺栓几种施拧顺序的对比研究
• Experimental study on bolt resistance for various structural steel end - plate connections
  不同构造端板连接中高强度螺栓受力特性研究
• Experimental research on strain relaxation of high strength bolts in end - plate connections
  钢结构端板连接高强度螺栓应变松弛的试验研究
• Finite element and experimental analysis on bolted end - plate connections in steel portal frames
  门式刚架轻型房屋钢结构端板连接的有限元与试验分析
• Finite - element analysis of end - plate connections in light weight steel structure with gabled frames
  门式刚架轻钢结构端板连接节点承载性能的有限元分析
• 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。