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大型岸边起重机的地震振动台试验研究

Seismic Shaking Table Tests of Large Quayside Container Crane

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【作者】 杨安金玉龙

【Author】 Yang An1 Jin Yulong2,3 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

【机构】 杭州职业技术学院友嘉机电学院上海交通大学机械系统与振动国家重点实验室上海宇航系统工程研究所

【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。

【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.

【基金】 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)
  • 【文献出处】 中国机械工程 ,China Mechanical Engineering(中国机械工程) , 编辑部邮箱 ,2013年04期
  • 【分类号】U653.921
  • 【被引频次】2
  • 【下载频次】74
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