首页> 外文会议>International Conference on Noise and Vibration Engineering >Finite element analysis of ground borne vibrations in sensitive buildings using inputs from free field measurements
【24h】

Finite element analysis of ground borne vibrations in sensitive buildings using inputs from free field measurements

机译:自由场测量输入的敏感建筑地面振动的有限元分析

获取原文

摘要

The development in modem fabs manufacturing of micro-electronics components like chip processors and laboratories fully equipped with high resolution devices requires very low level of vibration due to small allowable tolerances of the size of the equipment. As a result, the generated vibration level at the site is critical for estimating and providing suitable conditions for vibration sensitive facilities. For this purpose, ground borne vibration levels at specified locations are considered as input for the simulation analysis which is used in assessing the response of the structure in time domain and also in one third octave band frequency domain. This paper investigates the transmission of the amplitude of ground borne vibrations generated by external sources, into low rise structures housing sensitive facilities. Finite element analyses of the structure are used to predict the dynamic response of the structure, which is then compared with the free field measurements (input). The results of FE analyses are checked against the generic vibration criteria guidelines for vibration sensitive equipment. The results show that prediction based on dynamic response analysis can be used for selecting and designing an effective foundation system. The effect of the foundation system will provide guidelines for designing new vibration sensitive facilities.
机译:在调制解调器晶圆厂制造像芯片上的处理器和实验室完全具备高分辨率设备微电子组件的发展,需要振动的非常低的水平,由于设备的尺寸小的允许公差。结果,该站点的产生的振动水平对于估计和提供适当的振动敏感设施的条件至关重要。为此目的,指定位置的地面振动水平被认为是用于仿真分析的输入,用于评估时间域中结构的响应以及在一个第三八个八个八个频带频率域中。本文调查了外部来源产生的地面振动幅度的传输,进入低层结构敏感设施。结构的有限元分析用于预测结构的动态响应,然后与自由场测量(输入)进行比较。针对振动敏感设备的通用振动标准检查了FE分析结果。结果表明,基于动态响应分析的预测可用于选择和设计有效的基础系统。基础系统的效果将提供设计新的振动敏感设施的指导。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号