格构式塔架顺风向风振响应

邹良浩; 梁枢果; 熊铁华; 赵林; 葛耀君

doi:10.11835/j.issn.1674-4764.2009.03.009

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格构式塔架顺风向风振响应

更新时间：2023-11-28

- 格构式塔架顺风向风振响应
- Windinduced Dynamic Responses in Alongwind Direction for Lattice Towers
- 土木与环境工程学报（中英文） 2009年31卷第3期页码：42-47
- 作者机构：
  
  1. 武汉大学土木建筑工程学院，武汉 430072
  3. 同济大学桥梁工程系,上海,200092
- 作者简介：
- 基金信息：
  
  国家自然科学基金项目(50278073);中国博士后科学基金(20080440957)
- DOI：10.11835/j.issn.1674-4764.2009.03.009
  中图分类号：
- 纸质出版：2009
- 稿件说明：
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邹良浩, 梁枢果, 熊铁华, 等. 格构式塔架顺风向风振响应[J]. 土木与环境工程学报（中英文）, 2009,31(3):42-47.

ZOU Lianghao, LIANG Shuguo, XIONG Tiehu, et al. Windinduced Dynamic Responses in Alongwind Direction for Lattice Towers[J]. Journal of Civil and Environmental Engineering, 2009, 31(3): 42-47.
邹良浩, 梁枢果, 熊铁华, 等. 格构式塔架顺风向风振响应[J]. 土木与环境工程学报（中英文）, 2009,31(3):42-47. DOI： 10.11835/j.issn.1674-4764.2009.03.009.

ZOU Lianghao, LIANG Shuguo, XIONG Tiehu, et al. Windinduced Dynamic Responses in Alongwind Direction for Lattice Towers[J]. Journal of Civil and Environmental Engineering, 2009, 31(3): 42-47. DOI： 10.11835/j.issn.1674-4764.2009.03.009.

摘要

基于高频底座测力天平风洞试验数据得到了格构式塔架顺风向一阶振型广义荷载均方根系数和广义荷载谱解析模型，并从修正线性振型广义荷载谱的角度推导了一阶振型广义荷载谱修正方法和高阶振型广义荷载谱表达式，进而利用推导得到的广义荷载谱，计算了3种典型格构式塔架气弹模型的顶部加速度均方根响应，通过将计算结果和气动弹性模型风洞试验数据对照，分析了振型修正对风振响应的影响和高阶振型、气动阻尼对风振响应的贡献，并得到了若干结论。

Abstract

Based on highfrequency force balance technique in a boundary layer wind tunnel

the root mean square (RMS) coefficients of generalized force and the analytical model of the generalized force spectra of the first mode of typical lattice towers in alongwind direction were proposed. And the generalized force spectra were deduced from deriving the method of the first mode and generalized force spectra of higher modes by mode shape corrections of generalized force spectra. The top RMS acceleration responses in aeroelastic model of three typical lattice towers were evaluated by using the generalized force spectra. And compared with experimental data of wind tunnel

the influence of mode shape corrections and the contributions of higher modes and aerodynamic damping on windinduced dynamic responses were analyzed and several conclusions were drawn.

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