岩滩水电站厂房楼板振动的分析

英文篇名：Analysis on the Floor Vibration of Yantan Hydroelectric Generating Station
中文刊名：沈阳农业大学学报
英文刊名：Journal of Shenyang Agricultural University
作者：李炎 ; 李莹
英文作者：LI Yan~a ; LI Ying~b(a.College of Water Conservancy ; b.Branch of finance ; Shenyang Agricultural University ; Shenyang 110161 ; China)
中文关键词：水电站厂房 ; 楼板 ; 振动 ; 动力响应分析 ; 减振措施 ; 评价标准
英文关键词：power station building ; floor ; vibration ; motive force responding analysis ; damping shaking measure ; evaluation criterion
出版日期：2005-12-25
机构：沈阳农业大学水利学院,沈阳农业大学财务科沈阳110161
年：2005
期：06
出版单位：沈阳农业大学学报

摘要

结合岩滩水电站厂房振动的试验研究,提出一种水电站厂房下部结构简谐振动模型,首次进行了发电机层楼板结构的精确模态分析和水力激振荷载下的动力响应分析,各项计算结果与实测数据吻合良好。另外,也对岩滩水电站厂房楼板减振构造措施进行了分析。根据各国的评价标准和资料,探讨了水电站厂房楼板的振动对建筑物、机械、仪器设备和人体的影响及评价标准。
With the study on factory vibration of Yantan,a simple vibration harmonous model for underpart structure of power station factory building was proposed.The accurate moda analysis of generator layers and respond analysis of water conservancy shaking loads were conducted.The result of calculation and data of surveying were identical and good.Moreover,the Yantan hydroelectric station floor vibration-proof structure measures were analysed.According to the evaluation criterion and materials in the world,the impact and evaluation criterion on building,machinery,instrument and human body caused by the floor vibration of power station building were evaluated.

引文

[1]汪丽川.浅析岩滩水电站厂房振动现象[J].广西电力技术,1996,(3):10-16.
    [2]王树人,董毓新.水电站建筑物[M].北京:清华大学出版社,1992.
    [3][美]ANSYS公司.ANSYS动力学分析指南[M].北京:机械工业出版社,2003.
    [4]赵希九,刘孝珍.岩滩电站水轮机的水力研究[J].大电机技术,1995,(4):43-52.
    [5]刘华.粘弹性阻尼减振降噪应用技术[M].北京:宇航出版社,1990.
    [6]桂洪斌.敷设粘弹性阻尼的板和加筋板的振动机理研究[D].大连:大连理工大学,2001.
    [7]居容初,曾心传.弹性结构与液体的耦联振动理论[M].北京:地震出版社,1983.
    [8]徐建.建筑振动工程手册[M].北京:中国建筑工业出版社,2002.
    [9]YBJ55-90机器动荷载作用下建筑物承重结构的振动计算和隔振设计规程[M].北京:冶金工业出版社,1990.
    [10]GB/T13442-92人体全身振动暴露的舒适性降低界限和评价标准[M].北京:中国标准出版社,1992.
    [11]GB/T13441-92人体全身振动环境的测量规范[M].北京:机械工业出版社,2001.
    [12]ZHAO DE-HAI,DONG YU-ZIN,MA ZHEN-YUE.Static and dynam ic analysis for concrete supporting structure of turb ine un it[J].水电能源科学,2000,18(4):68-71.
    [13]GR IMES G,LEW IS J G,SIMON H D.A sh ifted b lock lanczos algorithm for soving sparse symm etric generlized eigenprob lem s[J].SIAM JournalMa-trix Analysis Application,1994,15(1):228-272.