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A Review of Medium Voltage Single-Core Cable Armouring, Induced Currents and Losses 被引量:1
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作者 Parya Zamani Amir Foomezhi Sobhan Ghorbani Nohooji 《Energy and Power Engineering》 2021年第7期272-292,共21页
Insulated underground cables have the potential to reduce power outages, maintenance costs, and transmission losses compared to overhead lines.</span><span style="font-family:""> </span&g... Insulated underground cables have the potential to reduce power outages, maintenance costs, and transmission losses compared to overhead lines.</span><span style="font-family:""> </span><span style="font-family:""><span style="font-family:Verdana;">On the other hand, they are exposed to several risks and physical damages, since they are buried in the ground. Though the cables are armoured in order to provide mec</span><span style="font-family:Verdana;">hanical protection and achieve tensile strength, and also to provide effective conductance of earth fault currents.</span></span><span style="font-family:""> </span><span style="font-family:Verdana;">The main purpose of this paper is to introduce insulated underground cables, armouring process, and to analyze the induced currents in metallic parts such as sheath and armour </span><span style="font-family:Verdana;">that causeohmic losses which are categorized mainly in two groups as circulating current and eddy current. This paper presents a review on analytical techniques used to analyze the effect of magnetic fields, andcalculate the losses in </span><span style="font-family:Verdana;">the armour of the cables,</span><span style="font-family:""> </span><span style="font-family:Verdana;">besides providing the strategies and solutions used for armour loss reduction. 展开更多
关键词 single-core cable Armour Armour Loss Eddy Current Circulating Current Hysteresis Losses
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Integration Possibility of Urban Public Bus System and Cable Car in Maribor 被引量:1
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作者 Sebastian Toplak 《Journal of Civil Engineering and Architecture》 2014年第3期332-338,共7页
Combination of a bus system and cable car system can reduce the overall congestion of traffic in urban areas, where surrounding hills or mountains hold larger settlements or tourist and recreational infrastructure. Wi... Combination of a bus system and cable car system can reduce the overall congestion of traffic in urban areas, where surrounding hills or mountains hold larger settlements or tourist and recreational infrastructure. With this kind of integration number of individual car trips can be significantly reduced. In this paper, the authors present an analysis of the pilot project implementation, which was held in Maribor. The authors conducted a limited test trial of two means of transportation, combining them into a single operating transport offer for inhabitants and tourists. Combined transport option proved to be a good starting point for reduction of traffic and parking congestion during winter tourist season and beyond. Method used in the research, in order to gain actual potential of integrating two systems and improving public transport offer, was establishment and implementation of the pilot project in Maribor during January 2011. Data was gathered through interviews of two interest groups. The first covered the users who were brought to the foothills of Pohorje's ski center by bus. The second covered the cable car users that were traveling to the top of Pohorje. For a limited time period, a trial principle of a single ticket was established, which gave ski-pass holders free bus ride on bus line No. 6. With the aim of reducing CO2, test drives of hybrid bus and compressed natural gas bus were conducted alongside many promotional activities with which users were informed of importance of environmentally friendly mobility options. 展开更多
关键词 Public transport bus system cable car INTEGRATION combined ticket single ticket compressed natural gas CO2reduction.
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Dynamic performance of cable-stayed bridge tower with multi-stage pendulum mass damper under wind excitations——I:Theory 被引量:4
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作者 郭安薪 徐幼麟 李惠 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2007年第3期295-306,共12页
In this paper, wind-induced vibration control of a single column tower of a cable-stayed bridge with a multi- stage pendulum mass damper (MSPMD) is investigated. Special attention is given to overcoming space limita... In this paper, wind-induced vibration control of a single column tower of a cable-stayed bridge with a multi- stage pendulum mass damper (MSPMD) is investigated. Special attention is given to overcoming space limitations for installing the control device in the tower and the effect of varying natural frequency of the towers during construction. First, the finite element model of the bridge during its construction and the basic equation of motion of the MSPMD are introduced. The equation of motion of the bridge with the MSPMD under along-wind excitation is then established. Finally, a numerical simulation and parametric study are conducted to assess the effectiveness of the control system for reducing the wind-induced vibration of the bridge towers during construction. The numerical simulation results show that the MSPMD is practical and effective for reducing the along-wind response of the single column tower, can be installed in a small area of the tower, and complies with the time-variant characteristics of the bridge during its entire construction stage. 展开更多
关键词 multi-stage pendulum mass damper cable-stayed bridge single column tower wind-induced vibration
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Dynamic performance of cable-stayed bridge tower with multi-stage pendulum mass damper under wind excitations—Ⅱ: Experiment 被引量:2
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作者 郭安薪 徐幼麟 李惠 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2007年第4期417-424,共8页
The possibility of using a multi-stage pendulum mass damper (MSPMD) to control wind-induced vibration of a single column tower of a cable-stayed bridge during construction was studied theoretically in part I of this... The possibility of using a multi-stage pendulum mass damper (MSPMD) to control wind-induced vibration of a single column tower of a cable-stayed bridge during construction was studied theoretically in part I of this work. In this paper, the performance of the MSPMD for reducing bridge tower vibration is studied experimentally. A MSPMD model and a tower model of the bridge with geometry scaling of 1:100 were designed and manufactured. Calibration of the MSPMD model with different wire lengths is conducted to verify the analytical model of the damper. A series of tests for the uncontrolled freestanding tower, tower with cables, and tower with MSPMD model are then performed under harmonic and white noise excitations. The experimental results show that the responses of the tower model significantly decrease with the installation of the MSPMD model, which demonstrates the effectiveness of the M SPMD to mitigate the vibration of the bridge tower. 展开更多
关键词 experimental study cable-stayed bridge single column tower multi-stage pendulum mass damper vibration control
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Industrial frequency single-phase AC traction power supply system for urban rail transit and its key technologies 被引量:1
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作者 Qunzhan Li 《Journal of Modern Transportation》 2016年第2期103-113,共11页
To avoid stray current and maintain the benefit of no phase-split in the DC traction power supply system, an AC traction power supply system was proposed for the urban public transport such as metro and light rail tra... To avoid stray current and maintain the benefit of no phase-split in the DC traction power supply system, an AC traction power supply system was proposed for the urban public transport such as metro and light rail transit. The proposed system consists of a main substation (MSS) and cable traction network (CTN). The MSS includes a single-phase main traction transformer and a negative-se- quence compensation device, while the CTN includes double-core cables, traction transformers, overhead catenary system, rails, etc. Several key techniques for the proposed system were put forward and discussed, which can be summarized as (1) the power supply principle, equivalent circuit and transmission ability of the CTN, the cable-catenary matching technique, and the selection of catenary voltage level; (2) the segmentation technology and status identification method for traction power supply network, distributed and centralized protection schemes, etc.; (3) a power supply scheme for single-line MSS and a power supply scheme of MSS shared by two or more lines. The proposed industrial frequency single-phase AC traction power supply system shows an excellent technical performance, good economy, and high reliability, hence provides a new alternative for metro and urban rail transit power supply systems. 展开更多
关键词 Urban rail transit 50 Hz industrial frequency single-phase AC traction power supply cable traction
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Assessment of dielectric strength and partial discharges patterns in nanocomposites insulation of single-core power cables
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作者 Ahmed Thabet M.Fouad 《Journal of Advanced Dielectrics》 CAS 2021年第4期64-73,共10页
Nanoparticles succeeded to enhance the dielectric properties of industrial insulation but the presence of voids inside the power cable insulation still leads to formation high electrical stress inside power cable insu... Nanoparticles succeeded to enhance the dielectric properties of industrial insulation but the presence of voids inside the power cable insulation still leads to formation high electrical stress inside power cable insulation material and collapse.In this paper,the dielectric strength of new design nanocomposites has been deduced as experimental work done to clarify the benefit of filling nanoparticles with different patterns inside dielectrics.Also,it has been studied the effect of electrical stress distribution in presence of air,water and copper impurities with different shapes(cylinder,sphere and ellipse)inside insulation of single core.In simulation model,it has been used finite element method(FEM)for estimating the electrostatic field distribution in power cable insulation.It has been applied new strategies of nanotechnology techniques for designing innovative polyvinyl chloride insula-tion materials by using nanocomposites and multi-nanocomposites.Finally,this research succeeded to remedy different partial discharges(PD)patterns according to using certain types and concentrations of nanoparticles. 展开更多
关键词 Partial discharges dielectric strength single core cables FEM NANOCOMPOSITES NANOPARTICLES
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基于IP Core的FIR数字滤波器的FPGA实现 被引量:15
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作者 许金生 周春雪 赵从毅 《安徽工业大学学报(自然科学版)》 CAS 2007年第3期309-313,337,共6页
介绍使用EDA工具及IP Core开发基于FPGA的FIR数字滤波器,采用去伪延迟控制器,截除因滤波器延迟产生的伪信号。使用FDATool工具设计FIR数字滤波器,利用现有的IP Core在FPGA器件上实现滤波器设计,借助ChipScope Pro工具验证实现结果。整... 介绍使用EDA工具及IP Core开发基于FPGA的FIR数字滤波器,采用去伪延迟控制器,截除因滤波器延迟产生的伪信号。使用FDATool工具设计FIR数字滤波器,利用现有的IP Core在FPGA器件上实现滤波器设计,借助ChipScope Pro工具验证实现结果。整个过程方便、快捷;去伪延迟控制器效果明显。 展开更多
关键词 可编程逻辑门陈列 有限冲击响应 IP核 伪信号
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基于Qtopia Core的嵌入式Linux GUI平台移植与开发 被引量:1
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作者 陈重文 杨邦荣 +1 位作者 李晓卫 胡文武 《四川理工学院学报(自然科学版)》 CAS 2008年第1期50-53,共4页
随着嵌入式系统软硬件的高速发展,应用设备GUI成为这一领域研究的一个重点,如何快速有效的构建友好界面的嵌入式GUI已成为嵌入式软件开发一个瓶颈。文章介绍了面向单一应用的Qtopia Core在嵌入式LINUX上GUI实现机制与平台移植,并结合实... 随着嵌入式系统软硬件的高速发展,应用设备GUI成为这一领域研究的一个重点,如何快速有效的构建友好界面的嵌入式GUI已成为嵌入式软件开发一个瓶颈。文章介绍了面向单一应用的Qtopia Core在嵌入式LINUX上GUI实现机制与平台移植,并结合实例阐述了基于Qtopia Core的应用程序开发流程。 展开更多
关键词 嵌入式LINUX QTOPIA core 单一应用 GUI
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基于Core i7处理器的高性能计算机主模块设计 被引量:2
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作者 黄斌 《计算机测量与控制》 CSCD 北大核心 2012年第10期2763-2765,共3页
为了提高基于Compact PCI的抗恶劣环境计算机的处理能力,提出了一种基于Intel Core i7低功耗双核处理器的Compact PCI计算模块的设计方法;该方法中包括了基于Intel Core i7低功耗双核处理器的计算模块的主要设计思路和实现过程;该方法... 为了提高基于Compact PCI的抗恶劣环境计算机的处理能力,提出了一种基于Intel Core i7低功耗双核处理器的Compact PCI计算模块的设计方法;该方法中包括了基于Intel Core i7低功耗双核处理器的计算模块的主要设计思路和实现过程;该方法通过采用In-tel Core i7 620LE处理器提高了计算机性能,采用热设计保证了被动散热的效果;该计算机主模块已经投入应用,在应用过程中取得了良好的效果。 展开更多
关键词 core I7 处理器 计算机主模块 Compact PCI
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Modified technique of advanced core decompression for treatment of femoral head osteonecrosis 被引量:4
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作者 Lin Lin Yan Jiao +7 位作者 Xian-Guo Luo Jin-Zhu Zhang He-Liang Yin Li Ma Bo-Ran Chen Derek M Kelly Wei-Kuan Gu Hong Chen 《World Journal of Clinical Cases》 SCIE 2020年第13期2749-2757,共9页
BACKGROUND Osteonecrosis of the femoral head(ONFH)is a destructive condition most commonly affecting young and middle-aged patients.The leading consequence of ONFH is often a significant articular disability.Effective... BACKGROUND Osteonecrosis of the femoral head(ONFH)is a destructive condition most commonly affecting young and middle-aged patients.The leading consequence of ONFH is often a significant articular disability.Effective joint-preserving surgical treatments are urgently needed for patients with early stage ONFH when outcomes of treatment are in general better than the advanced stage disease.AIM To introduce a new surgery procedure called percutaneous expanded core decompression and mixed bone graft technique,which is a new way of jointpreserving surgical treatments.METHODS The clinical data of 6 patients with ONFH diagnosed and treated with the procedure called percutaneous expanded core decompression and mixed bone graft technique at The First Hospital of Qiqihar from March 2013 to August 2019 were retrospectively analyzed;the follow-up ended in December 2019.RESULTS There were 6 male patients with an average age of 43 years in our study.Gratifying results have been obtained from the comparison of Harris hip score,visual analogue scale,and imaging examination before and after operation.CONCLUSION This new modified technique is simple,safe,and reliable.No serious perioperative complications were observed in our cases.Advantages of the single blade expandable reamer are obvious.The adjuvant substance is inexpensive and easy to obtain.Thus,this technique is an effective joint-preserving surgical treatment for patients with early stage of ONFH. 展开更多
关键词 Osteonecrosis of the femoral head Advanced core decompression Mixed bone graft single blade expandable reamer Autologous bone marrow aspirate Jointpreserving surgical treatments
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STUDYONANEWKINDOFPOWDER-FEEDINGAPPARATUSOFFLUX-COREDWIREPRODUCTIONLINE 被引量:2
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作者 ZHANG Zhi SUN Xiaobing CHEN Banggu ZHANG Wenyue LIAN Jinrui (Dept. of Mechanical Engineering) 《Transactions of Tianjin University》 EI CAS 1996年第1期94-97,共4页
A set of electromagnetic vibration powder feeding apparatus of the flux cored wire production line and its single chip controlling system have been designed in this paper. The parameters of the electromagnatic vibr... A set of electromagnetic vibration powder feeding apparatus of the flux cored wire production line and its single chip controlling system have been designed in this paper. The parameters of the electromagnatic vibration powder feeding apparatus have been tested, the functional relation between powder feeding velocity V L and current I has been made out so that the controlling system can not only automatically make out the quantity of the powder according to the width of the steel belt, powder density, production speed and filling ratio, but also adjust the powder feeding speed according to the real production speed, keeping a stable filling ratio. 展开更多
关键词 flux cored wire single chip microcomputer powder feeding apparatus
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Refractory Black Carbon Results and a Method Comparison between Solid-state Cutting and Continuous Melting Sampling of a West Antarctic Snow and Firn Core
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作者 Luciano MARQUETTO Susan KASPARI +1 位作者 Jefferson Cardia SIMOES Emil BABIK 《Advances in Atmospheric Sciences》 SCIE CAS CSCD 2020年第5期545-554,共10页
This work presents the refractory black carbon(rBC)results of a snow and firn core drilled in West Antarctica(79°55'34.6"S,94°21'13.3"W)during the 2014?15 austral summer,collected by Brazil... This work presents the refractory black carbon(rBC)results of a snow and firn core drilled in West Antarctica(79°55'34.6"S,94°21'13.3"W)during the 2014?15 austral summer,collected by Brazilian researchers as part of the First Brazilian West Antarctic Ice Sheet Traverse.The core was drilled to a depth of 20 m,and we present the results of the first 8 m by comparing two subsampling methods—solid-state cutting and continuous melting—both with discrete sampling.The core was analyzed at the Department of Geological Sciences,Central Washington University(CWU),WA,USA,using a single particle soot photometer(SP2)coupled to a CETAC Marin-5 nebulizer.The continuous melting system was recently assembled at CWU and these are its first results.We also present experimental results regarding SP2 reproducibility,indicating that sample concentration has a greater influence than the analysis time on the reproducibility for low rBC concentrations,like those found in the Antarctic core.Dating was carried out using mainly the rBC variation and sulfur,sodium and strontium as secondary parameters,giving the core 17 years(1998?2014).The data show a well-defined seasonality of rBC concentrations for these first meters,with geometric mean summer/fall concentrations of 0.016μg L^?1 and geometric mean winter/spring concentrations of 0.063μg L^?1.The annual rBC concentration geometric mean was 0.029μg L^?1(the lowest of all rBC cores in Antarctica referenced in this work),while the annual rBC flux was 6.1μg m^?2 yr^?1(the lowest flux in West Antarctica records so far). 展开更多
关键词 black carbon WEST ANTARCTICA ice core single particle soot PHOTOMETER
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海上风电单芯海缆接地环流影响因素分析 被引量:1
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作者 杨玉新 王劲松 +1 位作者 朱永利 李岩 《南方电网技术》 CSCD 北大核心 2024年第3期56-64,共9页
单芯海缆在生产、施工方面相对于三芯海缆更具优势,但是其接地环流异常引起的海缆故障频繁发生。单芯海缆接地环流运行机理及检测策略有待深入研究。建立了基于阻抗矩阵的单芯海缆数学模型,揭示了铠装电阻率、铠装层相对磁导率、接地电... 单芯海缆在生产、施工方面相对于三芯海缆更具优势,但是其接地环流异常引起的海缆故障频繁发生。单芯海缆接地环流运行机理及检测策略有待深入研究。建立了基于阻抗矩阵的单芯海缆数学模型,揭示了铠装电阻率、铠装层相对磁导率、接地电阻、短路电阻等因素对阻抗矩阵内参数和接地环流的影响规律。结合实际工程案例分析了海缆接地环流分配不均的机理,为海缆的运行状态评估及检修提供了参考依据。 展开更多
关键词 单芯海缆 接地环流 阻抗矩阵 PSCAD仿真
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以Dual Core开发网络相关产品之市场优势
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作者 吕鸿祥 《电子与电脑》 2004年第8期103-107,共5页
关键词 网络市场 CPE 网络适配卡 cable MODEMS xDSL接口 网络设备 网络技术 Dual core 网络通讯
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收缩徐变对高速铁路斜拉桥单箱单室混合梁位移的影响及调控
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作者 秦煜 张鑫 +3 位作者 曾永平 刁志帅 王亭 王威娜 《中国铁道科学》 EI CAS CSCD 北大核心 2024年第2期41-47,共7页
以某主跨300 m的高速铁路无砟轨道混合梁斜拉桥为背景,运用Midas/Civil有限元软件建立其数值模型,进行桥塔、桥面板、箱梁等混凝土构件收缩徐变对主梁位移影响研究,并提出主梁位移调控措施。结果表明:成桥10年后,混凝土收缩徐变引起的... 以某主跨300 m的高速铁路无砟轨道混合梁斜拉桥为背景,运用Midas/Civil有限元软件建立其数值模型,进行桥塔、桥面板、箱梁等混凝土构件收缩徐变对主梁位移影响研究,并提出主梁位移调控措施。结果表明:成桥10年后,混凝土收缩徐变引起的跨中主梁向下位移共计79 mm,桥塔、桥面板、箱梁收缩徐变的影响占比在施工阶段分别为58%,32%和10%,在运营阶段分别为48%,38%和14%;跨中主梁向下位移的主要原因是桥塔和桥面板变形,混凝土收缩徐变缩小了桥塔竖向及桥面板纵桥向尺寸,改变了斜拉索锚点位置及索力,导致主梁在施工阶段和运营阶段分别产生56和18 mm的向下位移;预抬高斜拉索的桥塔锚点位置10 mm,可消除混凝土收缩徐变引起的钢梁架设初始误差;混凝土桥面板预制后存放6个月、桥塔采用低徐变混凝土、成桥后延迟90 d铺轨等措施,能改善混凝土收缩徐变对单箱单室混合梁位移的不利影响,可减小跨中主梁向下位移3%~38%。 展开更多
关键词 高速铁路 斜拉桥 收缩 徐变 单箱单室混合梁 位移
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组态视角下“单项冠军”企业关键核心技术突破路径研究
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作者 魏延辉 刘莹 +1 位作者 刘娜 毛荐其 《科学决策》 CSSCI 2024年第11期1-15,共15页
聚焦多重条件与“单项冠军”企业关键核心技术突破的复杂因果关系,基于拓展的“技术-组织-环境”(TOE)理论框架,以52家典型制造业单项冠军上市企业为样本,采用NCA和fsQCA结合方法探究制造业单项冠军企业实现关键核心技术突破的驱动要素... 聚焦多重条件与“单项冠军”企业关键核心技术突破的复杂因果关系,基于拓展的“技术-组织-环境”(TOE)理论框架,以52家典型制造业单项冠军上市企业为样本,采用NCA和fsQCA结合方法探究制造业单项冠军企业实现关键核心技术突破的驱动要素和可行路径。研究发现:存在三类能产生高突破绩效的适配组态:自驱内生突破型、协同共生整合型、政府外生拉动型;特别地,技术知识水平、政府支持力度是决定关键核心技术突破的必要条件,任一条件缺失都无法实现关键核心技术突破;仅进行高研发投入或高数字化水平提升,无法实现关键核心技术突破,而政府资助可以弥补制造业单项冠军企业研发投入的不足。研究一方面为制造业单项冠军企业实现关键核心技术突破提供了异质性选择路径,另一方面也为更多制造业企业实现关键核心技术突破提供了理论依据和实践参考。 展开更多
关键词 关键核心技术 制造业单项冠军 TOE fsQCA 突破路径
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建筑直流电缆的研发与应用
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作者 杜毅威 冯云力 《建筑电气》 2024年第6期3-8,共6页
随着实现“双碳”目标关键技术“光储直柔技术”的发展,建筑直流配电系统亟需与之配套的直流配电电缆。通过对建筑直流电缆在研发和应用等方面的梳理,分析直流配电系统电缆应用现状和存在问题,提出建筑直流配电系统应采用专用的直流电缆。
关键词 光储直柔系统 直流配电系统 交流电缆 直流电缆 电缆耐压试验 单芯 多芯 电缆敷设
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类抛物线形单孔悬挂芯光纤光镊设计与微粒操控
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作者 李红 牛田森 +2 位作者 周雅妮 邢诗梦 娄小平 《红外与激光工程》 EI CSCD 北大核心 2024年第9期316-328,共13页
为提高光镊系统中光纤波导耦合度与微通道集成度,实现对微粒的多样操控,提出了一种类抛物线形单孔悬挂芯光纤光镊结构,从双光束聚焦光场机制出发,分析并建立了光镊探针尖端横向和轴向光阱力数学模型,通过出射光场分布仿真模型的计算,探... 为提高光镊系统中光纤波导耦合度与微通道集成度,实现对微粒的多样操控,提出了一种类抛物线形单孔悬挂芯光纤光镊结构,从双光束聚焦光场机制出发,分析并建立了光镊探针尖端横向和轴向光阱力数学模型,通过出射光场分布仿真模型的计算,探究了类抛物线形悬挂芯光纤中空孔直径、微粒尺寸与纤芯功率等参量对出射光场和光阱力的影响。结合悬挂芯光纤流道的气压控制,利用CO_(2)激光熔融工艺制备了光纤光镊探针,建立了针对直径2、5、10μm的聚苯乙烯微粒操控实验。研究为单孔悬挂芯光纤应用于光纤光镊实现微粒操控乃至输运提供了技术基础,也为光纤光镊提高集成度与灵活性提供了新的思路。 展开更多
关键词 光纤光镊 单孔悬挂芯光纤 抛物线形 光阱力 光操控
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轮辐式索承网格屋盖钢结构单道胎架施工技术
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作者 强旭红 张至毅 +1 位作者 张猛 姜旭 《建筑钢结构进展》 CSCD 北大核心 2024年第8期87-95,114,共10页
泰安体育场作为山东省泰安市的新地标,其钢结构屋盖采用轮辐式索承网格结构,通过68榀径向索和1道中央环索形成张拉结构体系,最大悬挑跨度为45 m。通过数值分析对施工过程进行了精细化稳定性分析,针对不规则构件吊装的工程技术难点,进行... 泰安体育场作为山东省泰安市的新地标,其钢结构屋盖采用轮辐式索承网格结构,通过68榀径向索和1道中央环索形成张拉结构体系,最大悬挑跨度为45 m。通过数值分析对施工过程进行了精细化稳定性分析,针对不规则构件吊装的工程技术难点,进行了吊装方案的设计与优化;考虑到成本控制与施工周期,极具创新性地采用了径向单道胎架作为屋盖施工过程中的临时支撑,结合工程实际情况设计了胎架转换结构,并对单道胎架整体在多种可能的荷载组合作用下进行验算与校核。通过对体育场屋盖施工全过程的模拟以及对安装过程中的重难点进行优化分析,为现场施工的安全顺利开展提供了技术保障,可为其他类似采用单道胎架施工方法的工程提供施工方案设计的新思路。 展开更多
关键词 轮辐式索承网格屋盖钢结构 施工过程模拟 吊装方案优化 单道胎架 有限元分析
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桥梁刚度变化对高速铁路独塔斜拉桥车⁃桥耦合振动的影响分析
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作者 李波 《铁道技术标准(中英文)》 2024年第2期19-26,共8页
以高速铁路独塔斜拉桥为研究对象,建立车-轨-桥耦合系统的空间多体动力学分析模型,开展高速铁路斜拉桥的车-轨-桥耦合振动的仿真分析。通过改变材料弹性模量的方式调整桥塔和主梁刚度,研究桥梁刚度变化对桥梁车-桥-耦合振动的影响规律... 以高速铁路独塔斜拉桥为研究对象,建立车-轨-桥耦合系统的空间多体动力学分析模型,开展高速铁路斜拉桥的车-轨-桥耦合振动的仿真分析。通过改变材料弹性模量的方式调整桥塔和主梁刚度,研究桥梁刚度变化对桥梁车-桥-耦合振动的影响规律。研究结果表明,随着桥塔刚度的增大,主梁跨中竖向和塔顶纵向位移响应逐渐减小,其峰值减幅分别为7.57%和10%;随着主梁刚度的减小,主梁跨中竖向位移和塔顶纵向位移峰值呈逐渐递增趋势,主梁刚度变化对车体竖向加速度和Sperling竖向舒适度指标影响相对较大;相比于桥塔刚度的变化,主梁刚度变化对车-桥振动响应的影响更大;整体上,列车运行的安全性和平稳性指标满足规范要求。 展开更多
关键词 高速铁路 独塔斜拉桥 车-桥耦合振动 桥梁刚度 动力分析
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