端板

导游系列端板的设计可以轻松安装减震器。

Guided series end plate design allows easy shock absorber installation .

英国端板螺栓连接抗弯设计方法介绍

Introduction to the British moment design method for bolted end plate connections

H型钢梁柱外伸端板螺栓连接节点的性能研究

Research on The Behavior of H-Steel Beam-to-Column Extended-End-Plate Bolted Connections

H形梁翼缘与端板非全熔透焊接的节点性能试验研究

Experimental research on joint behavior of H-section beams with flanges and end-plates connected by non-completely penetrated welds

端板连接、轴向约束对H型钢梁的火灾行为影响明显；

The behaviour of H-section steel beams under fire is influenced by end-plate connection and axial restraint .

PHC管桩端板生产新工艺

New production technology of PHC pipe pile plank in end

采用热轧卷取法生产PHC管桩端板，质量符合要求，材料利用率高、节能降耗、生产效率高。

Using the new technology , the quality can conform to the demand and metal and energy are saved .

本文在已有研究成果上利用有限元程序ANSYS对高强螺栓端板连接这一类节点连接形式的撬力产生机理、影响因素和具体计算方法进行了系统的分析研究。

On the base of results existed , the finite element software ANSYS is used to study systematically the mechanism , the effecting factor and applied calculating method of prying action .

利用有限元分析软件ANSYS对高温下内缩式端板连接和柔性剪力板连接进行了数值模拟分析，分析中考虑了材料非线性、几何非线性及接触非线性等多种非线性因素的影响。

Numerical simulation of flexible end-plates connections and fin plate shear connections under fire was successfully done using FEM software ANSYS . Geometric , material and contact non-linearity was taken into account .

运用ANSYS有限元软件分析了端板连接中端板反力的变化规律，发现传统的计算理论不能确切地反映端板及螺栓的实际受力情况。

Through the analysis by ANSYS on regular pattern of variation of reacting force in end-plate connections , some shortcomings are found in traditional theory in describing the force condition of end-plates and bolts .

本文提出了PHC管桩端板采用热轧卷取法生产的新工艺，并对生产过程的技术关键作了论述。

This paper gived the new technology of PHC pipe pile plank in end , which is hot rolling and reel , and discussed the technological key .

φ3.6m×30m轻灰煅烧炉炉头端板及密封的改进

Improvement of end plate and seal on the header of sodium bicarbonate calciner with φ 3.6m × 30m

在以局部屈曲为主要控制模式进行设计的轻型门式刚架中，无论对单调静力荷载还是反复荷载，H形梁翼缘与端板的连接都可采用非全熔透焊接。

It is suggested that the non-completely penetrated welds between flanges of H-section beams and end-plates can be used both under static loading and repeated loading in the case of light-weight portal frames in which the local bucklings are taken as the predominant control factor .

设置Morris加劲肋的端板连接节点性能比带有横向、斜向加劲肋且柱翼缘带有背板的节点性能稍低，可以用于承受荷载较小，要求施工工期短的中小工程。

Connection performance by setting Morris Stiffener is a little lower than the connection with horizontal , diagonal stiffeners and the column flange strengthened by backing-plates . It can be used to medium-sized projects which bears smaller load and requirements of shorter construction period .

本文是以修改的GrennMartin21型为基本翼型，进行了风洞试验以确定大厚度带端板地效翼的纵向空气动力特性。

Taking Grenn Martin 21 reformed for a basis type , the wind-tunnel tests has been conducted to determine the longitudinal aerodynamic characteristics of thicker wings in ground effect with end plates .

外伸端板加劲肋对连接性能的影响

Effects of End-plate Stiffener on Behavior of Extended End-plate Beam-to-column Connections

端板连接高强度螺栓群中和轴位置研究

Research on neutral axis location of high-strength bolts of end-plate connections

端板连接高强度螺栓受力特性试验研究

Experimental study on bolt resistance for structural steel extended end-plate connections

钢框架梁柱弱轴端板连接受力性能研究

Study on Behavior of Beam-to-Column Minor-Axis End-plate Connections in Steel Frame

不同端板温度下长水平圆管内的自然对流

Natural Convection in a Long Horizontal Pipe with Different End Temperatures

最后根据试验结果对外伸式端板连接节点提出了设计建议。

Suggestions to the design method of extended end-plate connections are proposed .

端板连接中端板反力计算理论的探讨

Study on Calculation Theory of Reacting Force in End-plate Connections

梁柱外伸式端板螺栓连接的M&θ关系

M - θ relations for extended end-plate beam-column bolted connections

外伸端板半刚性节点在循环荷载作用下的研究

Experimental Study on Semi-rigid Extended End-plate Joints under Cyclic Load

梁柱连接中端板厚度讨论

Discussion of the end - plated thickness of beam-to - column connections

门式刚架端板节点在火灾下的力学性能研究

Research on mechanical behaviors of end-plate joints in gabled frames in fire

部分端板连接梁柱组合节点抗弯承载力计算

Calculating Method of Bending Resistance for the Partial Depth Endplates Composite Connection

火灾中端板连接件的屈服线模型的研究进展

Development of a Yield-Line Model for Endplate Connections in Fire

加劲肋对外伸端板连接火灾下破坏模式的影响

Effect of stiffener of extended endplate connection on failure mode in fire

本文中的研究以高强度螺栓延伸端板连接框架为主。

The dissertation focuses on the study of High-strength bolted endplate connection .