考虑桩-弹性地基相互作用的单桩风机自振频率  

Natural Frequency of Mono-pile Wind Turbine Considering Interaction between Pile and Elastic Foundation

作　　者：牛文杰[1] 

机构地区：[1]辽宁工程技术大学力学与工程学院,辽宁阜新123000

出　　处：《地震工程学报》2016年第5期713-719,共7页China Earthquake Engineering Journal

基　　金：辽宁工程技术大学博士科研启动基金(11-415)

摘　　要：考虑桩-弹性地基相互作用,采用集中质量法和柔度法对泥面线以上的单桩风机结构进行多自由度动力分析,确定单桩风机的自振频率。通过算例给出单桩风机的自振频率值,并与不考虑桩-弹性地基相互作用的单桩风机的自振频率值进行比较。In this paper,we analyze the mono-pile wind turbine,comprising blade bodies,a hub,a cabin,a conical shell tower,a transition piece,and a mono-pile foundation.Our study objective was to determine the natural frequency of the mono-pile wind turbine above the mudline.We assumed the conical shell tower,transition piece,and mono-pile foundation to be a vertical steel tube(VST)with a uniform cross section and with the same elastic modulus.We used the lumped-mass method to simplify the mono-pile wind turbine above the mudline as two concentrated masses.One concentrated mass at the VST top is the summation of the mass of the blade bodies,hub,cabin and one-fourth the mass of the VST above the mudline.The other concentrated mass at the middle of the VST is one-half the mass of the VST above the mudline.Taking the mono-pile foundation below the mudline as a semi-infinite long pile,we used Zhang's method to obtain the horizontal stiffness and rotational stiffness of the pile top.In this way,we can determine the deflection of the VST under horizontal load at any point of the wind turbine above the mudline.The flexibility coefficient of the unit horizontal load at any position of the VST can be determined accordingly.Then,using both the flexibility and lumped-mass methods,we can determine the natural frequency of the mono-pile wind turbine above the mudline.Lastly,with an example,we retrieved the natural frequency value of the mono-pile wind turbine above the mudline.We then compared the analysis result with the mono-pile wind turbine natural frequency obtained without considering the interaction between the pile and elastic groundwork,and found little difference between them.The new theory we propose in this paper is more accurate theoretically and should be validated experimentally.

关 键 词：单桩风机 自振频率 桩基础和弹性地基的相互作用 柔度法 集中质量法 

分 类 号：TU352.2[建筑科学—结构工程] TU411.3