[1]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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Quasi-static Experiments on One Type of Typical IDC Communication Cabinet

References:
陈虹,王志秋,李成日.2011.海地地震灾害及其经验教训[J].国际地震动态,(9):36-41.
冯利飞.2019.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.
郝云鹏,冯利飞,毛晨曦.2020.典型通信设备机柜的振动台试验研究[J].地震研究,43(3):485-490.
黄维学,臧战胜,汲书强,等.2012.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,25(12):73-77.
康文利,孙国良,李倩,等.2019.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,(1):144-150.
李腾雁,马宁,严斌.1996.日本阪神大地震概要[J].工程抗震,(1):34-38.
邱法维.2004.结构抗震实验方法进展[J].土木工程学报,37(10):19-27.
陶正如,陶夏新.2004.基于地震动参数的建筑物震害预测[J].地震工程与工程振动,24(2):88-94.
杨宇.2018.中国基础电信服务业与经济增长关系的研究[D].北京:北京邮电大学.
张竞,杜修力,赵成刚.1995.珠江三角洲通信系统震害预测[J].华南地震,15(3):47-51.
张敏政,刘洁平.2000.土耳其伊兹米特地震(1999,M7.4)的强地震动[J].世界地震工程,16(2):1-7.
Naeim F,Lew M,Carpenter L D,et al.2011.Performance of tall buildings in Santiago,Chile during the 27 February 2010 offshore Maule,Chile earthquake[J].The Structural Design of Tall and Special Buildings,20(1):1-16.
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