[1]张亮泉,袁继广,毛晨曦.数据中心典型开关电源柜抗震性能拟静力试验研究[J].世界地震工程,2023,39(01):136-155.[doi:10.19994/j.cnki.WEE.2023.0015]
　ZHANG Liangquan,YUAN Jiguang,MAO Chenxi.Pseudo-static experimental research on seismic performance of Typical Switching Power Supply Cabinet in Internet Data Center[J].,2023,39(01):136-155.[doi:10.19994/j.cnki.WEE.2023.0015]
点击复制

数据中心典型开关电源柜抗震性能拟静力试验研究
分享到：

《世界地震工程》[ISSN:/CN:]

卷:
39
期数:
2023年01期
页码:
136-155
栏目:
常规论文
出版日期:
2023-02-15

文章信息/Info

Title:
Pseudo-static experimental research on seismic performance of Typical Switching Power Supply Cabinet in Internet Data Center
文章编号:
1007-6069(2023)01-0136-11
作者:
张亮泉1; 袁继广1; 毛晨曦2
1.东北林业大学土木工程学院,黑龙江哈尔滨150040;)/(2.中国地震局工程力学研究所地震工程与工程振动重点实验室,黑龙江哈尔滨150080
Author(s):
ZHANG Liangquan1;  YUAN Jiguang1;  MAO Chenxi2
1. School of Civil Engineering, Northeast Forestry University, Harbin 150040, China; 2. Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics,)/( China Earthquake Administration, Harbin 150080, China
关键词:
开关电源柜;  拟静力试验;  抗震性能;  破坏机理;  力-变形滞回规则
Keywords:
switching power supply cabinet;  pseudo-static experiment;  seismic performance;  failure mechanism;  force-deformation hysteretic rule
分类号:
TU352
DOI:
10.19994/j.cnki.WEE.2023.0015
文献标志码:
A
摘要:
开关电源柜是数据中心(IDC)的重要设备,其在地震作用下的功能和性能表现对数据中心震后功能正常工作有重要影响。本文对一种典型开关电源柜进行了拟静力试验,研究其在水平地震荷载作用下的损伤特征,获得相关力学性能参数,为准确建立开关电源柜有限元分析模型提供依据。试验所用的开关电源柜包括交流柜、整流柜和直流柜三个柜体,试验中对三个柜体分别沿其抗震弱方向进行低周往复加载,逐级增大柜顶位移直至柜体发生严重破坏或丧失使用功能,观察柜体损伤发展过程及特征损伤现象,研究破坏机理,获得承载力-变形滞回曲线。由试验结果分析可知:在加载初期,柜门在柜体内起到了“斜撑”作用,是柜体抗侧力的主要贡献; 当柜门的“斜撑”作用失效后,柜体钢框梁柱节点焊缝开裂并逐步延展和柱脚压曲,继而抗侧力框架发生严重破坏,承载力丧失。
Abstract:
Switch power cabinets are important equipment in Internet Data Center(IDC), whose seismic function and performance have important impact on the normal operation of the center after earthquakes. In this paper, pseudo-static experiments of typical switching power supply cabinets were carried out. Their damage characteristics under the action of horizontal earthquake loads were investigated. The mechanical performance parameters were obtained, which can be used as the basis of developing finite element model of these cabinets. In the experiments, the used cabinets include AC cabinet, rectifier cabinet, and DC cabinet. Cyclic load was applied respectively along the weak direction of the three cabinets. The displacements on the top of each cabinet were increased gradually until the cabinets were seriously damaged or lost their function. The development of the damage and the characteristic damage phenomenon were observed, and the force-displacement hysteretic curves were obtained. From the experimental results, the failure mechanism of the cabinets are as follows: at the beginning, the doors are worked as braces in the cabinets, which are the major part of the lateral loading resistance. After that, weld joints of the steel frame of the cabinets crack and gradually extend, the column foot buckled, and the cabinets are seriously damaged or totally lost the bearing capacity.

参考文献/References:

[1] 毛晨曦, 刘光涛, 张亮泉. 典型IDC通信机柜抗震性能拟静力试验研究[J]. 地震研究, 2021, 44(4): 700 — 709.
MAO Chenxi, LIU Guangtao, ZHANG Liangquan. Quasi-static experiments on one type of typical IDC communication cabinet[J]. Journal of Seismological Research, 2021, 44(4): 700 — 709.(in Chinese)
[2] 陈振纳, 周威, 阎玉敏. 钢-混凝土组合结构抗震性能研究综述[J]. 森林工程, 2008, 24(1): 45 — 47.
CHEN Zhenna, ZHOU Wei, YAN Yumin. Literature review on aseismic behavior of steel-concrete composite structure[J]. Forest Engineering, 2008, 24(1): 45 — 47.(in Chinese)
[3] 黄维学, 臧战胜, 汲书强, 等. 通信设备地震灾害损失快速评估研究[J]. 电信工程技术与标准化, 2012, 25(12): 73 — 77.
HUANG Weixue, ZANG Zhansheng, JI Shuqiang, et al. Study on fast earthquake loss assessment of telecommunication equipments[J]. Telecom Engineering Technics and Standardization, 2012, 25(12): 73 — 77.(in Chinese)
[4] 刘诗语. 通信设备及塔架地震破坏易损性分析[D]. 哈尔滨: 东北林业大学, 2014.
LIU Shiyu. Seismic Vulnerability Analysis of Communication Facilities and Tower under Earthquake[D]. Harbin: Northeast Forestry University, 2014.(in Chinese)
[5] 李波, 郭恩栋, 毛晨曦. 四川长宁县6.0级地震通信系统结构震害调查与分析[J]. 世界地震工程, 2020, 36(2): 172 — 179.
LI Bo, GUO Endong, MAO Chenxi. Seismic damage survey and analysis of communication system in Changning Ms 6.0 earthquake[J]. World Earthquake Engineering, 2020, 36(2): 172 — 179.(in Chinese)
[6] 毛晨曦, 李帆. 2021年云南漾濞MS6.4地震通信系统震害调查与分析[J]. 地震研究, 2021, 44(3): 461 — 471.
MAO Chenxi, LI Fan. Seismic damage survey and analysis of communication system in the 2021 Yangbi, Yunnan MS6.4 earthquake event[J]. Journal of Seismological Research, 2021, 44(3): 461 — 471.(in Chinese)
[7] 杜鹏. 室内通信设备地震易损性分析[J]. 华南地震, 2011, 31(1): 98 — 103.
DU Peng. Seismic vulnerability estimation analysis of interior commucation apparatus[J]. South China Journal of Seismology, 2011, 31(1): 98 — 103.(in Chinese)
[8] 冯利飞. 基于振动台试验的关键通信设备地震易损性研究[D]. 哈尔滨: 中国地震局工程力学研究所, 2019.
FENG Lifei. Seismic Vulnerability of Critical Facilities in Mobile Communication System Based on Shaking Table Tests[D]. Harbin: Institute of Engineering Mechanics, China Earthquake Administration, 2019.(in Chinese)
[9] 郝云鹏, 冯利飞, 毛晨曦. 典型通信设备机柜的振动台试验研究[J]. 地震研究, 2020, 43(3): 485 — 490, 602.
HAO Yunpeng, FENG Lifei, MAO Chenxi. Study on shaking table tests of a typical telecommunication cabinet[J]. Journal of Seismological Research, 2020, 43(3): 485 — 490, 602.(in Chinese)
[10] 尚庆学, 韩镝, 孙国良, 等. 基于振动台试验的通信机柜地震易损性分析[J]. 哈尔滨工业大学学报, 2022, 54(5): 57 — 63.
SHANG Qingxue, HAN Di, SUN Guoliang, et al. Seismic fragility analysis of telecommunication cabinets based on shaking table tests[J]. Journal of Harbin Institute of Technology, 2022, 54(5): 57 — 63.(in Chinese)
[11] 康文利, 孙国良, 李倩, 等. 基于Hyperworks的斜撑对机柜抗震性能影响的研究[J]. 现代制造工程, 2019(1): 144 — 150.
KANG Wenli, SUN Guoliang, LI Qian, et al. Study of the influence of inclined strut on seismic performance of cabinet based on Hyperworks[J]. Modern Manufacturing Engineering, 2019(1): 144 — 150.(in Chinese)
[12] 周金荣, 黄维学. 通信电源设备抗震性能实验与检测[J]. 电信工程技术与标准化, 2003, 16(6): 54 — 56.
ZHOU Jinrong, HUANG Weixue. Experimentation and test of anti-seismic performances of power supply equipment for telecommunications[J]. Telecom Engineering Techniques and Standardization, 2003, 16(6): 54 — 56.(in Chinese)
[13] 孙国良, 汲书强, 李晓亮. 开关电源设备的抗地震性能分析[J]. 计算机辅助工程, 2014, 23(2): 66 — 69, 84.
SUN Guoliang, JI Shuqiang, LI Xiaoliang. Anti-seismic performance analysis on switching power supply[J]. Computer Aided Engineering, 2014, 23(2): 66 — 69, 84.(in Chinese)
[14] 韩明超, 李皓琰, 韩月鹏, 等. 通信电源设备抗地震性能监测系统的设计[J]. 电信技术, 2019(11): 68 — 71.
HAN Mingchao, LI Haoyan, HAN Yuepeng, et al. Design of anti-seismic performance monitoring system for communication power equipment[J]. Telecommunications Technology, 2019(11): 68 — 71.(in Chinese)
[15] GB/T 228.1 — 2010 金属材料拉伸试验第1部分:室温试验方法[S].北京: 中国标准出版社, 2011.
GB/T 228.1 — 2010 Metallic Materials-Tensile Testing-Part 1:Method of Test at Room Temperature[S]. Beijing: Standards Press of China, 2011.(in Chinese)
[16] JGJ/T101-2015 建筑抗震试验规程[S]. 北京:中国建筑工业出版社,2015.
JGJ/T101-2015 Specification for Seismic Test of Buildings[S]. Beijing: China Architecture & Building Press,2015.(in Chinese)

相似文献/References:

[1]张微敬,初晓.不同网格间距的小剪跨比网格剪力墙抗震性能研究[J].世界地震工程,2023,39(01):089.[doi:10.19994/j.cnki.WEE.2023.0010]
　ZHANG Weijing,CHU Xiao.Study on seismic behavior of grid shear wall with different grid spacing and small shear-span-ratio[J].,2023,39(01):089.[doi:10.19994/j.cnki.WEE.2023.0010]

备注/Memo

备注/Memo:
收稿日期:2022-02-08; 修回日期:2022-04-04
基金项目:国家自然科学基金项目“移动通信系统地震韧性评估关键问题研究”(52178513)
作者简介:张亮泉(1974 —),男,副教授,博士,主要从事工程结构抗震、通信系统抗震韧性评估、大跨空间结构抗震、结构健康监测. E-mail: zhangliangquan2006@163.com
通讯作者:毛晨曦(1974 —),女,研究员,博士,主要从事结构工程抗震和通信系统地震灾害评估等方面的研究. E-mail: maochenxi@iem.ac.cn
更新日期/Last Update: 1900-01-01