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单层网壳结构风振响应的主要贡献模态识别

Identification of natural modes with significant contributions to wind-induced vibration of single-layer reticulated shell

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【作者】 张建胜武岳沈世钊

【Author】 ZHANG Jian-sheng~1,WU Yue~(1,2),SHEN Shi-zhao~1(1.School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China;2.State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China)

【机构】 哈尔滨工业大学土木工程学院哈尔滨工业大学土木工程学院 黑龙江哈尔滨150090黑龙江哈尔滨150090同济大学土木工程防灾国家重点实验室上海200092

【摘要】 网壳结构具有频谱分布密集、振型复杂的动力特性,在对该类结构进行风振响应分析时,通常存在着一些对响应贡献较大的高阶振型,但由于其频率较高而容易被忽略。因此,研究网壳结构风振响应的主要贡献模态分布规律有利于提高结构风振响应计算的精度和效率。本文利用Ritz-POD法,分析了单层球面网壳和单层柱面网壳结构风振响应的主要贡献模态,着重考察了主要贡献模态的自身参振能力,及其与脉动风压空间分布模式之间的关系。在此基础上,初步给出了网壳结构风振响应的主要贡献模态识别准则。

【Abstract】 In the analysis of wind-induced vibrations of single-layer reticulated shell structures,it is found that there are some contribution-significant modes of high orders to the vibrations.Due to the characteristics of the dense distribution of natural frequencies and the complicated modes of reticulated shell structures,it is necessary to analyze the contribution-significant modes to the windinduced vibrations and develop an efficient criterion for selecting the contribution-significant modes.In order to solve the problem,a Ritz-POD method is presented in this paper,which synthesizes a proper orthogonal decomposition(POD) technique and a direct superposition method for Ritz vectors.Based on the Ritz-POD method,a preliminary criterion for selecting the contribution-significant modes is proposed,which takes into account the vibration-participating ability of each natural mode in an expression of Ritz vectors and the similarity between the mode and the spatial distribution of the fluctuating wind load.

【基金】 国家自然科学基金重点项目(50338010);国家自然科学基金项目(50478028)
  • 【文献出处】 振动工程学报 ,Journal of Vibration Engineering , 编辑部邮箱 ,2006年04期
  • 【分类号】TU399
  • 【被引频次】18
  • 【下载频次】288
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