• CSCD核心库收录期刊
  • 中文核心期刊
  • 中国科技核心期刊

电力建设 ›› 2013, Vol. 34 ›› Issue (10): 17-23.doi: 10.3969/j.issn.1000-7229.2013.10.004

• 输配电技术 • 上一篇    下一篇

地震作用下软母线连接的变电站设备建模与分析

陈辉1,王健生2,谢强1   

  1. 1.同济大学建筑工程系,上海市 200092;2.河南省电力勘测设计院,郑州市 450007
  • 出版日期:2013-10-01
  • 作者简介:陈辉(1988),女,硕士研究生,主要从事变电站电气设备抗震性能研究工作,Email:chenhui6467@126.com; 王健生(1986),男,硕士,主要从事输变电结构设计与研究工作; 谢强(1971),男,博士,教授,博士生导师,IEEE会员,IEEE 693标准委员会委员,IEEE 1527标准委员会委员,ASCE学会TCLEE委员会委员,主要从事电网基础设施防灾减灾研究工作,E-mail:qxie@tongji.edu.cn。
  • 基金资助:

    科技部国家重点实验室基金项目(SLDRCE 10-B-01);国家电网公司科技项目(2008-508)。

Modeling and Analysis of Substation Equipment Interconnected by Flexible Bus under Seismic Action

CHEN Hui1, WANG Jiansheng2, XIE Qiang1   

  1. 1.Department of Building Engineering, Tongji University, Shanghai 200092, China; 2.Henan Electric Power Survey & Design Institute, Zhengzhou 450007, China
  • Online:2013-10-01

摘要:

由于软母线的牵拉作用,强地震作用下软母线连接的变电站设备将产生强烈的相互作用。将变电站设备简化为具有一定抗侧移刚度的单自由度体系,软母线简化为变刚度的弹簧,并根据悬索理论求得变刚度弹簧的等效刚度,建立了软母线连接电气设备耦联体系单跨结构的动力学模型,采用Newmark-β法结合牛顿迭代对其进行数值求解。通过对其结构特征以及设备参数的分析发现:软母线中张力刚度随水平跨度呈非线性增长,耦联体系的特征频率受单体设备的自振频率、质量比值及软母线等效刚度的影响。在地震作用下,存在一个关键垂跨比,当软母线的垂跨比小于此关键垂跨比时,母线中产生的水平拉力较大,且设备的地震响应受设备的频率比影响较大。在进行软母线连接的变电站设备的抗震设计时,必须考虑关键垂跨比的影响。

关键词: 变电站耦联设备, 软母线, 地震作用, 等效刚度, 垂跨比, 数值模拟

Abstract:

Because of the pull effect of flexible bus, strong interaction exists in substation equipment interconnected by flexible bus during severe earthquake. The substation equipment was simplified as a single degree of freedom system with lateral stiffness, and the flexible bus was simplified as a spring with variable stiffness. The effective stiffness of the spring was obtained according to the suspension theory. Then a kinetic model of single span structure was built for the electrical coupling equipment interconnected by flexible bus, and solved by using the Newmark-β method combined with Newton iteration. Through the analysis of the structural features and equipment parameters, it shows that the tension stiffness of flexible bus has a nonlinear growth with horizontal span, and the characteristic frequency of coupling system is influenced by the natural frequency of standalong equipment, the quality ratio and the effective stiffness of flexible bus. It is found that there is a critical rise-span ratio under seismic action. When the rise-span ratio of flexible bus is smaller than the critical ratio, large tension generates in the bus, and the seismic response of equipment is greatly influenced by equipment frequency. So during the seismic design of substation equipment interconnected by flexible bus, the influence of critical rise-span ratio must be considered.

Key words: substation coupling equipment, flexible bus, seismic action, effective stiffness, rise-span ratio, numerical simulation