斜索

120例拇长屈肌及斜索的调查

An Observation on the Flexor Pollicis Longus Muscle and the Oblique Cord in 120 Cases

塔桅结构的斜索面内固有振动计算的修正Irvine方程

Modified Irvine equations for in-plane natural vibrations of inclined cables in tower and guyed mast structures

弦支穹顶（suspen-dome）是由上部的单层球面网壳，下部的预应力环索和斜索以及联系二者的撑杆组成的一种新型的复合结构体系。

Suspend-dome is a new multiplex structure system composed of single-layer spherical latticed shell above , prestressed cables below and braces bars used to link them .

海口世纪大桥是一座在建的主跨340m的双塔双斜索面预应力混凝土斜拉桥。

The Century Bridge is a reinforced concrete cable-stayed bridge with double pylons , doube cable planes and a main span of 340m .

斜索-桥面耦合面内参数振动Ⅰ：理论模型

Parametric vibration of inclined cable-deck system ⅰ: theoretical formulation

结论骨间膜和斜索为前臂的旋转限定了一个最大范围。尺、桡骨成角畸形将造成前臂旋转功能障碍，成角畸形越大，旋转功能障碍越明显。

Conclusion The interosseous membrane limits the scope of forearm rotation and the deformity of angulation can cause the hindrance of the forearm rotation .

由于整个结构零状态的安装就位采用定尺的方法，所以斜索的下料必须精确。

Because the whole structure of zero state installation in place , the method of using scale of cable so the length of the cables must be precise .

结果表明，外环索对结构的性能甚为敏感，内环索对结构的动应力较为敏感，而斜索对结构的稳定性十分敏感。

The results show that outer hoop-cable is the most sensitive cable among all cables and inner hoop-cable is sensitive to dynamic stress and diagonal cable is sensitive to structural stability .

提高斜拉索索力估算精度的方法

A method to enhance the estimation accuracy of stay cable tension

斜拉索索力的温度敏感性

Temperature effect on cable 's forces controlling of cable-stayed bridge

斜张索在移动载荷作用下的动力分析

Vibration Analysis of Tightened Slope Cables Subjected to Moving Load

频率法测定斜拉索索力若干问题的研究

Study on Measurement of Cable Tension by Frequency Method

斜拉索索力简化计算中的精度分析

Precision Analysis of Calculating Tension Force of Cable

板拉桥拉板形成后斜拉索索力的近似计算

An Approximate Calculation of Cable Forces of Board stayed Bridges After Pulling board Being Formed

斜向索力下钢-混凝土组合索塔锚固区荷载传递与分配关系分析

Analysis of load transferring and distribution in anchorage zone of steel-concrete composite pylon under inclined cable forces

斜横梁索梁锚固的斜拉桥主梁剪力滞分析

Analysis of Shear Lag Effect on Box Girder of Cable-Stayed Bridge with Anchored Cable by Inclined Diaphragm Plate

所以斜拉索索力的调整问题成为斜拉桥设计与监控工作的非常重要的问题。

Then the adjustment of cable force become a very important problem in cable-stayed bridge design and construction control work .

斜拉索索力是桥梁施工控制的重要指标，在斜拉索的索力测试中一般都使用频率法。

Cable-stayed cable tension is an important indicator of bridge construction control , frequency method is commonly used in the cable tension test .

并结合风洞试验结果，对三种找形方案，即不采用稳定索、采用交叉稳定索、采用斜稳定索的结构形式在不同工况下的受力性能进行了比较分析。

Three types of form-finding are offered . Meanwhile , combined with the data of wind-tunnel test , the working behaviors under different wind loads are compared and analyzed .

通过参数分析讨论了支承条件以及主塔刚度的变化对主梁位移、内力以及斜拉索索力的影响。

By changing the parameters of boundary conditions and stiffness of main tower , the influence of these parameters on the displacement of girder , inner forces and cable force is investigated .

根据挂篮关键部位的受力限制条件，给出了前支点斜拉索索力范围确定的方法、

According to the force limitations for the key parts of the traveling carriage , the methods , principle and procedures for the determination of the scope of fore-fulcrum force are given .

如何通过调整斜拉索索力和主梁拼装标高，使结构最终满足设计预定的内力和线形状态，确保结构安全，是一项重要和科技含量很高的工作。

It is an important scientific and technological work to make structure to be finally satisfied to designing internal force and booked line form by adjusting cable tension and girder assembled elevation .

同时由于箱梁幅数的增加也将致使斜拉索索面的增加，双幅斜拉桥的横向空间受力特性也显得尤为明显。

Due to the increase in the number of box girder will result in the increase of cable plane , the force characteristics of cable-stayed bridge with twin desks is Particularly obvious .

模型试验对联塔结构的受力性能进行了研究，测试了联塔结构的变形、控制截面的应力、斜拉索索力，实测值与计算值符合较好。

Structural behaviors of united twin-pylons are studied in the model test . Displacements , stresses in control sections and cable forces are measured . The measured and the calculated results agree well .

得到了自重、混凝土收缩徐变、挂篮等荷载在施工过程中的作用效应和斜拉索索力在施工中的变化规律。

And according to the result , the load effect of dead weight , concrete shrinkage and creep , Cradle and other loads and the variation of cable force during the construction process are analyzed .

本文介绍了常用的斜拉索索力测量方法，并且着重介绍了频率振动法的理论及相关参数对索力求解的影响。

This paper presents several methods usually used for measuring cable tension forces in cable-stayed bridges , especially the theory of the frequency vibration method and the influence of relevant parameters of the cable forces .

在此基础上对模态曲率、模态应变能、模态柔度和斜拉索索力等4类结构损伤定位指标的抗噪声干扰能力进行了对比分析。

The modal curvature index , modal strain energy index , modal flexibility index and cable tension index for damage localization of steel box girder are further comparatively studied with regard to noise resistance ability .

完成了红枫湖大桥实时健康监测系统的分析与设计。具体实现了大桥的斜拉索索力监测子系统、主梁振动监测子系统、应力应变温度补偿监测子系统。

The analysis and design of Hongfeng Lake Bridge real-time health monitoring system has completed that consist of the cable force monitoring subsystem , the main beam vibration monitoring subsystem , stress monitoring and its temperature compensation subsystem .

文章介绍了该桥悬臂施工中采用的控制方法和施工控制主要内容，重点介绍了施工过程中主梁变形、斜拉索索力的测试和控制及主梁截面应力、索塔变形的监测。

The paper introduces the controlling methods and the main controlling contents for cantilever construction , and mainly introduces the test and control of the girder deformation and the cable force , the surveillance of the girder section stress and pylon deformation .

基于Matlab优化工具箱的斜拉桥索力优化实用方法

Practical Methods of Optimization of Cable Force for Cable-stayed Bridge Based on Matlab Optimization Toolbox