梁柱刚性连接的极限承载力是保证强震下抗震钢框架安全性的关键要素之一。
The ultimate bending strength of rigid beam-column connections is a key point ensuring structural safety of earthquake-resistant frames under major earthquakes.
本文的计算结果为进一步研究上下翼缘角钢半刚性连接的受力性能以及连接的设计提供了建议。
The results in this paper provide suggestion for further study on mechanical behavior of top and seat Angle connection and design of the connection.
初步设计工作应集中在关键元件上，这些关键元件的尺寸将影响其他元件的设计，例如有眼螺母和刚性支柱连接部件。
Initial design work should focus on components whose dimensions may affect the required designs for other components e. g. eye nuts and rigid strut connecting parts.
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。
Introduce the composition, the hardware and software for two AC servo motors which drive loads simultaneously under rigid connection. Also Present the experimental results.
整体式前悬挂与前轮车轴采用的是刚性连接。
Dependent front suspensions have a rigid front axle that connects the front wheels.
当受到中震或强震时，半刚性连接比完全刚性连接更快的进入非弹性，因此具有良好的耗能能力。
When subjected to moderate or strong earthquakes, semi-rigid joints become inelastic more quickly than fully rigid counterparts, so they have good their energy absorption capacity.
一种用于连接柔性印刷电路板和刚性板的连接器。
The connector is in use for connecting flexible PCB to rigid board.
因此，工程界普遍认为梁柱刚性连接有必要改善其节点的延性和对钢框架采用延性设计。
That is, the ductility of the connections ought to improve and the ductile design on steel frame should be realized.
通过理论分析，推导了具有半刚性连接框架柱的一般屈曲方程。
Based on the theoretical analysis, the general buckling equation of semi-rigid frame column is deduced.
通过试验结果与理论、规范比较，考察了不同荷载水平作用下半刚性连接对组合梁性能的影响。
The effect of semi-rigid connections on the performance of composite beams with various loadings was compared with predictions and codes.
而大量的实际工程表明，组合结构的梁柱连接是介于这二者之间的，即应该视为半刚性组合节点。
But a large number of practical projects had shown that the connection of beams and columns in composite structure is between rigidly and hinge connection.
该文提出管道接口与管基采用刚、柔性连接和与刚性相匹配的地基处理方案进行防治，以策安全运行。
So, the adoption of rigid or flexible connections to pipe joints and pipe bedding, as well as the scheme of ground base treatment matched with rigid foundation ar.
传统的钢框架分析和设计都假定梁与柱的连接是完全刚性的，或是按理想铰接的。
The traditional analysis and design of steel frame assume beam-column connections are fully rigid or ideal pin connection.
颜鹏，刚性连接钢框架—内填钢筋混凝土剪力墙结构体系的滞回性能及抗震设计对策。
Hysteretic Behavior and Design Criterion of Composite Steel Frame-Reinforced Concrete Infill Wall Structural System with FR Connections.
使用ANSYS建立了半刚性连接钢管混凝土框剪结构的有限元模型。
ANSYS is employed to model the semi-rigid concrete filled steel stub frame-shear wall structure.
采用连接单元法，考虑连接柔性的影响，推导出半刚性框架梁柱的刚度矩阵及半刚性梁的固端弯矩。
The stiffness matrix of semi-rigid steel frames and the fixed end moment are deduced, based on the connection element method incorporating the effects of joint flexibility.
有机基团在结构上具有连接方式的刚性和立体空间的柔韧性以及较强的配位能力，能在很大程度上调控和修饰无机骨架的结构。
The organic groups can control and modify the structure of inorganic framework, for its rigidity in conjunct mode, flexibility in stereochemistry and strong capability of coordination.
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；
The results of analysis indicate that the flange weakening type rigid connection has bigger connection rigid and better behavior of absorbing earthquake energy.
形件连接的梁柱刚性节点在美国和日本有着广泛的应用，然而在我国对这方面的研究并不充分。
Rigid beam-to-column connection with T-stub is widely used in the USA and Japan.
第一台机器通过振动盘自动上料，机器之间通过机械手刚性连接自动把前一工位的产品流向下一工位直到摆盘完成，使整个生产线按照同一个节拍时间生产。
Auto feeding by vibration plate for the first machine, coil products are transferred automatically to next station via manipulater until the arranging part is done.
《钢结构设计规范》(GB50017- 2003)中对半刚性连接提出了条文要求，但没有必要的理论支持。
The articles are raised about semi-rigid joint in "Code for Design of Steel Structures" (GB50017-2003) promulgated recently. But it has no necessary theoretical help.
这些节点是在钢框架中的顶底角钢半刚性连接和顶底角钢带腹板半刚性连接。
The joints are top and seat Angle semi-rigid connections and top and seat Angle with double web Angle semi-rigid connections in steel frames.
该方法能够考虑结构及构件的二阶效应、几何缺陷和残余应力等多种非线性因素的影响，还可以考虑连接的半刚性性能。
The second order effects of the whole structure and its members, geometric imperfections and residual stress as well as the feature of semi-rigid connections can be taken into account in this method.
本文主要针对带双腹板角钢的顶底角钢连接的半刚性连接轻型钢结构框架进行分析研究。
The dissertation focuses on the study of tip and bottom Angle steel linking light steel frames with stomach plank angles.
梁翼缘处的焊缝强度是决定狗骨式刚性连接节点性能的主要因素，只有具有良好的焊缝质量才能发挥狗骨的作用。
The welding seem stress of beam-flange is the major factor which decides the behavior of dog-bone style rigid joint and only the better welding can exert the function of the dog-bone.
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。
In comparison with the condition of rigid connection, the influence of semi-rigid connection to effective length factor of columns has been analyzed quantitatively.
这需要测量连接刚性体和平台的夹具负载和相应的倾斜角度。
This requires the loads in the clamps connecting the body to the table, and the corresponding tilt angles to be measured.
随着偏心体安装孔距的增大破坏弯矩有所增大，连接刚性效率则显著增大。
With the increase of the mounting distance of eccentric house, the breaking bending moment increases, while the rigid efficiency increases obviously.
随着偏心体安装孔距的增大破坏弯矩有所增大，连接刚性效率则显著增大。
With the increase of the mounting distance of eccentric house, the breaking bending moment increases, while the rigid efficiency increases obviously.
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