|本期目录/Table of Contents|

[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(04):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(04):700-709.
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典型IDC通信机柜抗震性能拟静力试验研究(PDF/HTML)

《地震研究》[ISSN:1000-0666/CN:53-1062/P]

卷:
44
期数:
2021年04期
页码:
700-709
栏目:
出版日期:
2021-11-10

文章信息/Info

Title:
Quasi-static Experiments on One Type of Typical IDC Communication Cabinet
作者:
毛晨曦1刘光涛2张亮泉2
(1.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; 2.东北林业大学 土木工程学院,黑龙江 哈尔滨 150040)
Author(s):
MAO Chenxi1LIU Guangtao2ZHANG Liangquan2
(1.Key Laboratory of Earthquake Engineering and Engineering Vibration,Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,Heilongjiang,China;2.School of Civil Engineering,Northeast Forestry University,Harbin 150040,Heilongjiang,China)
关键词:
IDC机柜 拟静力试验 抗震性能 损伤特征 力-变形滞回特性
Keywords:
IDC cabinet quasi-static test earthquake resistance capacity damage characteristics force-deformation hysteretic property
分类号:
TU352
DOI:
-
摘要:
对一种典型IDC机柜进行了往复拟静力加载试验,以研究其损伤特征,获得力学性能参数。试验中对两个相同的机柜分别进行了沿短边和沿长边方向的往复加载,逐渐增大机柜顶部位移幅值,直至机柜严重破坏,观察其损伤发展过程、特征损伤现象,记录其承载力-位移滞回曲线。试验结果表明:对于此类通信机柜,门板和侧板丧失支撑作用,随后立柱-横梁节点焊缝持续开裂是关键的损伤机制,在建立有限元分析模型时应重点考虑。
Abstract:
Internet data center(IDC)is the core node of telecommunication networks,and IDC cabinet is one of the most important devices in internet data centers.In this study,quasi-static loading tests of a kind of typical IDC cabinets,whose results can help to understand the damage characteristics of this kind of IDC cabinets and to obtain the key parameters describing their mechanical performance,were carried out.In the tests,the same two cabinets were loaded along the short-side direction and the long-side direction respectively.The displacement on the top of the cabinets is increased gradually until the cabinets were seriously damaged.During the tests,the damage characteristics and the failure process of the cabinets were observed.The bearing capacity-displacement curves of the cabinets were obtained.The test results indicated that,for this kind of cabinets,the failure of the door and side plates,along with the cracking of the column-beam weld were two key damage characteristics,which should be considered when establishing the finite element models for this kind of IDC cabinets.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2021-04-21
基金项目:国家重点研发计划课题——地震保险承灾体易损性模型研究(2018YFC1504602)和中央级公益性研究所基本科研业务费专项——城市生命线系统地震韧性评价(2018A02)联合资助.

更新日期/Last Update: 2021-11-10