The paper is dedicated to study the low-cycle fatigue behavior of a certain semi-rigid connection: the top- and -seat angle.
本文尝试研究一种半刚性连接-顶底角钢连接的低周疲劳性能。
The rigid connection between steel girders and reinforced concrete piers is one type of the important applications of composite construction.
钢梁与钢筋混凝土桥墩刚节点结合，是组合结构桥梁重要的结构形式之一。
Therefore, the influences of semi-rigid connection on steel frame structure are fully taken into account in the analysis and design of steel frame.
因此，在钢框架的分析和设计时应充分考虑半刚性节点连接的影响。
The rigid connection is installed at the top of the reinforced concrete pier, instead of the intersection part of steel girder and reinforced concrete pier.
将刚节点部设置在钢筋混凝土桥墩的顶部，而非目前常用的将其设置在钢梁与钢筋混凝土桥墩交叉部的结构形式。
The upper end of the side arches (5) has the rigid connection with the side span girders and the lower end has the rigid connection with the main piers (9).
所述边拱(5)上端与边跨主梁刚性连接，下端与主桥墩(9)刚性连接。
The results of analysis indicate that the flange weakening type rigid connection has bigger connection rigid and better behavior of absorbing earthquake energy.
分析结果表明：翼缘削弱型刚性连接具有较大的连接刚度和理想的耗能性能；
In comparison with the condition of rigid connection, the influence of semi-rigid connection to effective length factor of columns has been analyzed quantitatively.
通过与刚性连接情况的比较，定量的分析了半刚性连接对框架柱计算长度的影响。
Introduce the composition, the hardware and software for two AC servo motors which drive loads simultaneously under rigid connection. Also Present the experimental results.
介绍在刚性连接方式下，用两台交流伺服电机同时驱动同一负载方案的组成、硬件和软件，给出了该系统的实验结果。
A gymnasium consists of space truss structure and shopping basket shaped truss structure, and the T-type rigid connection joint is adopted when the circular tube is intersected.
某体育馆是由网架结构和落地提篮形桁架组成的杂交结构，圆管相交采用T形相贯刚接节点。
The finite element model of the semi-rigid connection between members of frame structures is established in this paper, and it is applied to the model of joint parameters identification.
构造了半刚性结构连接单元，并应用于结构连接参数识别的模型中。
As its special property, such as permission of web buckling behavior and semi-rigid connection, is different from other structural systems, it is necessary to study on its seismic behavior.
由于门式刚架自身的特殊问题，如允许构件腹板局部屈曲和半刚性连接等不同于其他结构的受力特点，因此，急需开展这种结构形式的抗震性能研究。
As its special property, such as permission of web buckling behavior and semi-rigid connection, is different from other structural systems, it is necessary to study on its seismic behavior.
由于门式刚架自身的特殊问题，如允许构件腹板局部屈曲和半刚性连接等不同于其他结构的受力特点，因此，急需开展这种结构形式的抗震性能研究。
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