拉索

拉索松弛产生的时变效应对斜拉桥的影响

Inhaul Cable Relaxation Time-varying Effects for Influence of Cable-stayed Bridge

C线缆连接器在通信线缆连接器行业内的新型应用。矮塔斜拉桥拉索初张力优化

C cable connector application of influence matrix in optimisation of initial tension of inhaul cable for low tower cable - stayed Bridge

“喂，我不知道你在说些什么，”拉索反驳道。

' Hey , I don 't know what you 're talking about , ' Russo objected .

中国科学家近日宣布，中国高海拔宇宙线观测站（LHAASO拉索）在银河系内发现大量超高能宇宙加速器，这一发现可能颠覆人类对银河系的认识，并有助于揭示宇宙线起源这个困扰了科学家一个世纪的问题。

Chinese scientists have detected a dozen ultra-high-energy ( UHE ) cosmic accelerators within the Milky ( LHAASO ) .

斜拉桥拉索的MR半主动控制研究

Research on MR semi-active control of cables in cable-stayed bridges

CFRP斜拉索锚具的静载试验研究

Study of Static Load Tests of CFRP Stay Cable Anchors

碳纤维（CFRP）预应力筋力拉索锚固系统静力性能的试验研究

Experimental Study on the Static Behavior of Anchorage System for CFRP Tendons

利用该模型，对相同条件下的CFRP拉索和钢拉索，采用数值方法分析了频率匹配比、拉索静拉力、激励幅值以及阻尼等因素对拉索参数振动特性的影响。

By using this model , numerical results of CFRP cables and steel cables with the same condition were obtained .

采用CFRP拉索将是解决钢拉索疲劳、腐蚀问题的有效途径。

So using CFRP cable will be the essential approach to settle the fatigue and corrosion problems of steel cable .

采用磁流变（MR）阻尼器对我国第一座三塔斜拉桥&湖南岳阳洞庭湖大桥斜拉索的减振问题进行了试验研究。

A full scale test of a stay cable incorporated with Magneto rheological ( MR ) dampers is performed on the Dongting Lake Bridge which is the first three pylon cable stayed bridge in China .

构造出了符拉索夫板弯曲问题的Hamilton正则方程，给出了它的分离变量通解。

In this paper , the Hamilton canonical equation for Vlasov plates and its solution with seperation of variables is presented .

介绍新加坡PSA工程主要传力构件&塔柱及拉索设计。

In this paper , the design of main load transmission element-internal tower column and suspended cable in Singapore PSA project is introduced .

阐述结构施工仿真计算的理论基础、方法基础，选择适合大跨斜拉索拱钢结构的有限元方法，离散结构，建立相应的计算模型，借助ANSYS程序进行施工仿真分析。

Summarize the foundation of the theory and method on simulation analysis ; Select the feat method on Separate structure ; build a relevant model and make simulation analysis by ANSYS .

VSLSSI2000斜拉索体系施工质量控制

Construction Quality Control of VSL SSI 2000 Cable-stay System

然后依据Miner累积损伤模型，求得TLP拉索在不利工况下的疲劳损伤；

The Miner linear cumulative law model is used to get the fatigue damage of the tether of TLP in adverse operation state .

为保护斜拉索PE保护层，斜拉索吊装时采用尼龙绳，运输采用自制的运索平车，运索平车设有导向转盘，放缩盘增设刹车装置。

For protecting stayed cables , nylon ropes are adopted when PE cables are erected , self-made vehicle with leading-guide turn table is adopted when transported , and braking device is set on discharging-shrinking table additionally .

结合OTE控制方法，研究了主动拉索控制系统。

Based on the OTE algorithm , the active tendon system is studied .

所以采用CFRP拉索将是解决钢拉索疲劳、腐蚀问题的根本途径，是提高斜拉桥跨越能力的途径之一。

So using CFRP cable will be the essential approach to settle the fatigue and corrosion problems of steel cable , and it is one of approaches to increase the span of cable-stayed bridge .

简要介绍了结合国家自然科学基金项目研究、设计并在江苏大学内建成了中国第一座高性能CFRP拉索独塔斜拉桥，桥长51.5m。

Based on the National Natural Science Fund Project , we designed and constructed the first cable-stayed bridge with high performance CFRP cables in China , which has one tower and is 51.5 metres long .

分析了碳纤维复合增强材料CFRP这种新型材料的特点，从力学的角度详细推导了相关公式，对斜拉索的承载效率进行了分析。

The application of CFRP in super long-span bridge is researched hotspot abroad and home . This paper described the material characteristics of CFRP , deduced correlative formulas from mechanics point of view and researched carrying efficiency .

最后利用ANSYS中的APDL语言结合MATLAB平台，将此计算方法编制成软件，实现了计算的参数化输入与批量计算。（3）研究了预紧角度&预紧力与拉索长度间的关系。

Combined the APDL language of ANSYS with MATLAB platform , the calculation method is programmed into software , realizing the parameterized input and automatic calculation . ( 3 ) The relationship between pretightening angle-force with the guy-rope length is discussed .

采用有限体积法利用CFD软件FLUENT对模型进行仿真计算，得出空气绕流不同截面拉索的流场分布规律。

By making use of Finite Volume Method , CFD software FLUENT is used to simulate and calculate for model , the results that the distribution law of the flow field which the air flow around different sections of cables are obtained .

3选用了一种有实际背景的拉索和磁流变阻尼器，用本文提出的PID控制算法进行了模拟研究，结果表明有良好的控制效果。

A steel cable and a MR fluid damper that had real use value were selected in this paper to do the emulation research with the PID control algorithm that had put out by the author , the result showed that the PID control algorithm had a good control effect .

以单模光纤测量AFRP索的应变为例，对BOTDR分布式光纤传感技术用于检测桥梁体外FRP拉索应力（应变）的可行性进行了试验研究。

Based on measuring of the strain of AFRP tendons using optic fiber , the experimental study on measuring the stress of external FRP tendons of bridges using distributed optic fiber is proceeded .

漳州战备大桥斜拉索采用OVM200型平行钢绞线拉索体系。

Stay cables of Zhangzhou War Preparation Bridge use cable system of OVM200 parallel steel wire rope .

在阐述斜拉桥几何非线性的各影响因素的基础上，通过具体算例分析了CFRP拉索斜拉桥的非线性各因素的影响量，并与钢拉索斜拉桥进行对比。

Based on the exposition of geometric nonlinear influencing factors of cable-stayed bridges , the influence quantity of all nonlinear factors of cable-stayed bridges with CFRP cables is analyzed through a specific example , and it is compared with that of cable-stayed bridges with steel cables .

为控制斜拉索的大幅振动，在Hamilton原理基础上应用Galerkin法建立了斜拉索振动控制的计算模型。

In order to overcome long span cables vibration , a calculation model for the cable-damper system was formulated by Galerkin method based on the Hamilton principle . The motion of the cable was computed by using a finite series approximation with a Galerkin method .

建立了采用ER-MR阻尼器作斜拉索的基于神经网络的半主动控制方法。

This paper reports a study on semi-active vibration control of stay cables using electro-magneto-rheological ( ER-MR ) dampers and adopting neural network control technique .

基于斜拉索实际索形，推导了索的切线刚度，并与Ernst等效弹性模量方法作了对比分析。实例证明Ernst公式有较高精度，其近似处理是合理的。

Based on the actual shape of stayed cable , the tangent stiffness is derived . Through the examples in this paper , Ernst 's equivalent elastic module method proves to be approximate and reasonable in the nonlinear analysis of stayed cable with high precision .

对此，本文在本项目团队前期工作的基础上，对斜拉索内平行钢丝间摩擦系数和正压力进行了进一步的分析，以精确确定钢丝间极限摩擦剪应力fmax。

So , based on previous works conducted by project team , this paper did further analysis on the friction coefficient and the pressure between parallel steel wires of the stay-cables , for identify limit friction shearing stress fmax accurately .