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格构式塔架动力风荷载解析模型
引用本文:梁枢果,邹良浩,赵林,葛耀君.格构式塔架动力风荷载解析模型[J].同济大学学报(自然科学版),2008,36(2):166-171.
作者姓名:梁枢果  邹良浩  赵林  葛耀君
作者单位:1. 武汉大学,土木建筑工程学院,湖北,武汉,430072
2. 同济大学,桥梁工程系,上海,200092
摘    要:基于高频底座天平测力风洞试验, 得到了三种典型的格构式塔架的顺风向、横风向与扭转向一阶振型广义荷载谱与均方根广义力系数.在此基础上,利用最小二乘法拟合,建立了格构式塔架的一阶振型广义风荷载谱解析模型.该模型与风洞试验结果吻合较好,可在此基础上建立格构式塔架二维或三维动力响应的频域计算方法.

关 键 词:格构式塔架  风洞试验  广义风荷载谱  解析模型  格构式塔架  动力风荷载  解析模型  Lattice  Wind  Dynamic  Model  频域计算方法  三维动力响应  结果  风荷载谱  拟合  乘法  最小  利用  系数  广义力  均方根  扭转  横风向
文章编号:0253-374X(2008)02-0166-06
收稿时间:2006-10-30
修稿时间:2006年10月30

Analytical Model of Dynamic Wind Loads on Lattice Towers
LIANG Shuguo,ZOU Lianghao,ZHAO Lin,GE Yaojun.Analytical Model of Dynamic Wind Loads on Lattice Towers[J].Journal of Tongji University(Natural Science),2008,36(2):166-171.
Authors:LIANG Shuguo  ZOU Lianghao  ZHAO Lin  GE Yaojun
Abstract:Based on base balance technique in a boundary layer wind tunnel, the generalized force spectra and RMS coefficients of the first mode of three typical lattice towers in along-wind, across-wind as well as torsional directions were obtained. In light of these results, the analytical models of generalized force spectra of the first mode of the lattice towers were established by applying least-square method. These models are in good agreement with the experimental results obtain by wind tunnel tests, and a 2 -D or 3-D calculation method can be developed on the basis of the models to evaluate wind-induced dynamic responses of typical lattice towers in frequency domain.
Keywords:lattice tower  wind tunnel test  generalized force spectrum  analytical model
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