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大型岸边起重机的地震振动台试验研究
引用本文:杨安,金玉龙.大型岸边起重机的地震振动台试验研究[J].中国机械工程,2013,24(4):437-444.
作者姓名:杨安  金玉龙
作者单位:1.杭州职业技术学院友嘉机电学院,杭州,310018
2.上海交通大学机械系统与振动国家重点实验室,上海,200240
3.上海宇航系统工程研究所,上海,201109
基金项目:国家高技术研究发展计划(863计划)资助重点项目(2009AA043000);浙江省科技厅高技能人才培养和技术创新活动资助项目(2011R30043)
摘    要:设计了集装箱码头岸边装卸起重机(简称岸桥)的1∶50缩比模型及其隔震装置;利用锤击模态试验和地震振动台试验获取了1∶50缩比模型在有无隔震装置下的动态特性和地震响应。试验结果表明:岸桥自身结构具有相对较大的地震抵抗力和整体稳定性,能够满足抗震设计的要求;隔震装置开启后,各测点应变响应的幅值及加速度响应的幅值均有明显的减小,这说明岸桥所采用的隔震装置设计合理有效,且减震效果明显。

关 键 词:集装箱岸桥  相似比尺  缩比模型  减隔震控制  模态试验  振动台试验

Seismic Shaking Table Tests of Large Quayside Container Crane
Yang An,Jin Yulong.Seismic Shaking Table Tests of Large Quayside Container Crane[J].China Mechanical Engineering,2013,24(4):437-444.
Authors:Yang An  Jin Yulong
Affiliation:2,3 1.Fair Friend institute of Electromechanics,Hangzhou Vocational and Technical College,Hangzhou,310018 2.State Key Laboratory of Mechanical System and Vibration, Shanghai Jiao Tong University,Shanghai,200240 3.Aerospace System Engineering Shanghai,Shanghai,201109
Abstract:A 1∶50 scale model and the corresponding anti-seismic isolator of a quayside container crane were developed herein.A hammering modal test and a series of seismic shaking table tests were successively carried out to obtain the dynamic characteristics and the seismic responses of this 1∶50 scale model
with and without anti-seismic isolator.The experimental results indicate that the crane itself has relatively high earthquake-resistance capacity and overall stability,and can satisfy the seismic design requirements.When the anti-seismic isolator is used, the bending strain and acceleration responses at different nodes are significantly reduced.It shows that the design of this anti-seismic isolator is accurate and rational,and has a good isolation effect.
Keywords:quayside container crane  similitude scale factor  scale model  isolation control  modal test  shaking table test
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