|本期目录/Table of Contents|

[1]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(03):485-490.
 HAO Yunpeng,FENG Lifei,MAO Chenxi.Study on Shaking Table Tests of a Typical Telecommunication Cabinet[J].Journal of Seismological Research,2020,43(03):485-490.
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典型通信设备机柜的振动台试验研究(PDF/HTML)

《地震研究》[ISSN:1000-0666/CN:53-1062/P]

卷:
43
期数:
2020年03期
页码:
485-490
栏目:
出版日期:
2020-09-14

文章信息/Info

Title:
Study on Shaking Table Tests of a Typical Telecommunication Cabinet
作者:
郝云鹏1冯利飞2毛晨曦1
(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.大连理工大学 建设工程学部,辽宁 大连 116024)
Author(s):
HAO Yunpeng1FENG Lifei2MAO Chenxi1
(1.Key Laboratory of Earthquake Engineering and Engineering Vibration,Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,Heilongjiang,China)(2.Dalian University of Technology Faculty of Infrastructure Engineering,Dalian 116024,Liaoning,China)
关键词:
通信机柜与设备 振动台试验 破坏特征 通信功能
Keywords:
telecommunication cabinet and equipment shaking table test damage characteristics communication function
分类号:
TU317
DOI:
-
摘要:
以振动台试验为手段,研究一种典型通信机柜的抗震性能,同时为后续该机柜的准确数值模拟和地震易损性分析提供基础。考虑机柜参数的随机性和地震动输入的随机性对机柜地震反应的影响,试验中对3台同样规格尺寸的机柜和内部设备共输入9条地震动; 逐渐增大地震动幅值,直至机柜严重破坏,观察机柜和设备在地震作用过程中的破坏模式和特征,记录其地震反应。试验结果表明:各机柜在PGA达到0.4~0.5 g后开始出现损伤,表现为机柜内钢框架的立柱与底部横梁间的焊缝开裂; 在PGA达到0.9 g后,机柜内底部和顶部横梁也开始出现弯曲; 试验结束后,机柜完全破坏,不可再使用。最后,建议为提升机柜的抗震性能,应严格控制焊缝质量。
Abstract:
A commonly used telecommunication cabinet in base transceiver stations was investigated in this study through shaking table tests.The tests results can be used to calibrate numerical model of the cabinets in following works.Shaking table tests for three cabinets(with telecommunication equipment in it)with the same specification were carried out.To consider the influence of randomness of earthquakes on seismic responses of the cabinets,three various earthquake records were input for each cabinet.The intensity of the earthquakes was increased until the cabinets were completely damaged.The damage mode and characteristics of the cabinets during the tests were observed and the seismic responses of the cabinets were recorded.The test results indicated that the cabinets begin to damage when the PGA of an earthquake reached 0.4~0.5 g.Weld between columns and beams of the steel frame in the cabinet began to crack at this moment.When the PGA of an earthquake reached 0.9 g,the beams at the bottom and top plates began to buckle.After the tests,the cabinets were totally damaged and could not be used.Through the tests,the seismic damage characteristics of this typical communication cabinet were known,and suggestions for improving the seismic performance of the cabinet were put forward.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2020-04-07
基金项目:中国地震局工程力学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)资助
通讯作者:毛晨曦(1974-),研究员,硕士生导师.主要从事结构被动耗能减震,震后安全评定、通信系统地震破坏评估等研究.E-mail:maochenxi@iem.ac.cn

更新日期/Last Update: 2020-09-18