刚性连接

刚性连接两质点球系统是理论力学教学中一种力学模型。

Two rigid joint particle sphere system is the mechanics model of the theory mechanics .

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 .

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 .

ANSYS在半刚性连接钢管混凝土框剪结构设计中的应用

Application of ANSYS on Design Concrete Filled Steel Stub Frame-shear Wall Structure with Semi-rigid Connections

主要介绍用C语言编写梁柱半刚性连接节点有限元模型前处理时的方法和技巧。

The methods and techniques in writing the preconditioner of the finite element modeling of semi-rigid connections with programming language C are mainly introduced .

对梁柱半刚性连接的M-θr特征曲线及其拟合方法、半刚性连接的恢复力模型进行了较为详尽地讨论。

The simulated method of M - θ r curve and the resilience model of beam-to-column semi-rigid connections were discussed in detail .

H型钢梁与RHS柱半刚性连接节点的性能研究【化】浓缩柱，蒸浓柱

Research on Properties for Semi-Rigid Connections of H-Section Beam and RHS Column

高层空间半刚性连接钢框架分析的QR法

QR method for analysis of spatial steel frame with semi-rigid connections

半刚性连接的M-θr关系曲线在全部实际加载范围内呈非线性，本文对其原因进行了简要地分析。

The M - θ r relation curve of semi-rigid connections took on nonlinear character under load . The cause was briefly analyzed in this article .

通过在钢筋混凝土柱内预埋H型钢，统一了外包钢-混凝土组合梁与钢筋混凝土柱或钢骨混凝土柱刚性连接的节点设计方法。

The design methods for the composite beam with U shape plate encased concrete connecting with RC column or SRC column are unified through placing H steel in connecting .

此外，RBS型梁柱腹板刚性连接的研究非常不足，相关资料及其缺乏。

However , the relative studies concerning the beam-to-column web connections develop quite inadequate and deficient .

本论文的研究突破了传统的机械刚性连接以及使用PLC／运动控制卡集中控制的多轴同步运动控制方法，实现了对控制多部伺服电机的伺服驱动器进行网络化的分布式实时同步控制。

The research of this paper break through the traditional synchronization method of mechanical rigidity connection and PLC / Motion Control Card central control realize the network distributed multi-axis synchronization control over the Packing Conveyer Belt Driving System .

根据半刚性连接梁柱连接处变形协调而且具有有限转动刚度的特点，使用通用有限元分析程序ANSYS中的弹簧阻尼单元解决了半刚性连接的模拟。

It is well known at the semi-rigid connections location not only the beam and column have the same displacement but also the joints have finite rotation stiffness , ANSYS program was used to simulate the semi-rigid connections .

新光大桥系杆为贯穿全桥（785m）的钢箱梁，并与钢拱肋、V形刚构刚性连接，结构整体刚度很大。

The tie bar is penetrative through the whole bridge of 785m and connected rigidly with the arch rib and the V-shaped rigid frame .

设计了一种新型的将轴和压电式六维力传感器刚性连接在一起的夹持装置，通过对夹持装置进行ANSYS分析，确定了影响夹持性能的主要尺寸参数。

The corresponding six-axis force sensor is designed and fabricated . A new-type holding device used to connect the axis and the six-axis piezoelectric quartz force sensor rigidly is designed . The model is analyzed by ANSYS software , and then the main parameters are determined .

本文得到的半刚性连接的柱计算长度系数公式与《钢结构设计规范》（GB50017-2003）中的刚性钢框架柱计算长度系数形式相同。

The expression of the formula is similar to the formula given in the Code for Design of Steel Structures ( GB50017-2003 ) .

本论文将就常见的墙体材料NALC与复合墙体材料金邦板与框架结构的连接构造进行详细的论述，运用有限元软件Ansys，分别对框架结构、框架结构带有填充墙的柔性和刚性连接进行分析。

This paper will be discussed in details on common wall materials NALC , composite wall materials Jin bang board and tectonic connection of frame structure by using the finite element software ANSYS .

焊接翼缘板式加强连接（WFP）是一种钢结构改进型刚性连接，加强板与梁的翼缘采用角焊缝连接，柱翼缘采用对接焊缝连接，梁翼缘不直接与柱翼缘连接。

For WFP connection , the flange plate was welded to beam flange by fillet welds , and welded to column flange by butt welds , while the beam flange was free to column flange .

对Pushover分析与IDA分析的结果进行了对比，根据两种分析方法的结果，提出了按照我国规范设计的半刚性连接钢框架钢板剪力墙结构的结构影响系数和位移放大系数的取值。

After comparison of the result from pushover and IDA , The structural influencing coefficient and deflection amplification factor of the semi-rigid connected steel frame-steel plate shear wall structures that designed according to building seismic code of China are suggested . 7 .

按照《建筑抗震设计规范》（GB50011-2010）的要求，采用本文结构影响系数建议值设计了2组半刚性连接钢框架钢板剪力墙结构。

According to the newly published Chinese Code for seismic design of building ( GB50011-2010 ), 2 semi-rigid connected steel frame-steel plate shear wall structures are designed with the paper suggested structural influencing coefficient .

刚性连接钢框架抗震性能分析

The Analysis of Seismic - Resistant Behavior in Welded Steel Frames

半刚性连接钢框架静动力性能分析

The Static and Dynamic Analysis of Steel Frame with Semi-rigid Connections

钢结构上下顶底角钢半刚性连接极限弯矩探讨

Research on Ultimate Moment of Top-and Seat-angle Connections in Steel Structures

钢结构半刚性连接体系理论分析及实验研究

Theoretical Analysis and Experimental Study on Semi-rigid Connections of Steel Structure

有侧移半刚性连接组合框架柱的有效长度系数

Effective length factor of columns in sway and semi-rigid composite frames

半刚性连接钢结构理论与设计研究的综述

Summary of research on theory and design of semi-rigid steel structures

汽车熔断丝盒螺栓安装及其刚性连接结构

Bolt Mounting of Auto Fuse Box and Its Solid Coupling Structure

半刚性连接压杆的稳定计算公式

Stability Calcuating Formulas of the Axially Compressed Members with Semi-rigid Connections

一种改进的刚性连接钢框架抗震性能研究

Research on Seismic Behavior of Steel Frams with Improved Rigid Connections

半刚性连接钢框架结构的研究及应用

The researches and applications for steel frames with semi - rigid connections