| 摘要: |
| 西南交通大学建成的8m×10m/160t振动台是目前国内规模最大的振动台，对其运行质量和振动影响进行评价具有示范效应。探讨该振动台振动影响的现场实验于2017年初展开，实测结果表明：该振动台在工作频段内受控性能很好，对地震动信号重现度很高；台面满载满负荷运行时实验室建筑基础10m以内地面振动加速度实测值不超过6.6gal，振动速度小于2mm/s，不会对实验室厂房及附属办公建筑的安全、使用舒适性及人们正常工作、生活造成不利影响。 |
| 关键词: 地震模拟振动台 振动影响 实验研究 |
| DOI： |
| 分类号:T317.2;TU476.2 |
| 基金项目:中国地震局地震科技星火计划项目（XH17063Y）、中央高校基本科研业务费专项（ZY20160107）、国家自然科学基金项目（51478117）共同资助 |
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| Experimental Study of Field Vibration Influence Induced by the 8m×10m Shake Table of Southwest Jiaotong University |
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Liu Bideng1,2, Guo Xun2
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1.Beijing Municipal Institute of Labour Protection, Beijing 100054, China;2.School of Civil Engineering, Institute of Disaster Prevention, Sanhe 065201, Hebei, China
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| Abstract: |
| The free-field vibration induced by the 8m×10m/160t shake table was analyzed and measured. The shake table performs well with good frequency response and high reproducibility for strong ground motion signal. The induced free-field acceleration within 10m from the shake table foundation is only 6.6gal while the table runs at its full capacity,and the induced velocity is less than 2mm/s. Therefore,the full load operation of the shake table has no significant impact on human bodies and safety of buildings. |
| Key words: Shake table Vibration influence Experimental study |
