期刊文献+

识别不均匀测点的风荷载的本征模态分解法 被引量:3

Identification Random Wind Pressure at Non-uniformly Distributed Pressure Taps with Proper Orthogonal Decomposition Method
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摘要 应用POD法识别作用在结构表面的脉动风荷载的时频域特性。考虑到结构的表面比较复杂时,测点往往为不均匀布置,应用加权的本征模态分解法来识别作用在结构表面的风荷载。从而可利用识别的风荷载的时频域特性对结构进行时频域的动力分析。最后,通过对某结构的风洞试验数据进行分析来说明用加权POD法建立不均匀测点的降阶的脉动风荷载功率谱的可行性。 The proper orthogonal decomposition (POD) technique was applied to identification random wind pressure time or frequency domain specific property. The wind pressure taps was always non-uniformly distributed on the complex structure. Thus, a POD procedure appropriate for a case of pressure specified at non-uniformly distributed taps by considered the weight of taps area. The dynamic response structure was analyzed in time or frequency domain by using the wind pressure data. At last, the results of random wind pressure low-dimensional power spectrum showed that the weighted POD approach was effective; the wind pressures at many locations on the structure were measured simultaneously in a wind tunnel.
出处 《武汉理工大学学报》 EI CAS CSCD 北大核心 2006年第1期59-61,共3页 Journal of Wuhan University of Technology
关键词 脉动风荷载 本征模态分解法 不均匀测点 识别 random wind load proper orthogonal decomposition non-uniformly distributed pressure tap identification
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参考文献6

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同被引文献15

  • 1黄方林,王学敏,陈政清,曾储惠,何旭辉.大型桥梁健康监测研究进展[J].中国铁道科学,2005,26(2):1-7. 被引量:93
  • 2瞿伟廉,滕军,项海帆,钟珞,刘晖,汪菁,李功标.风力作用下深圳市民中心屋顶网架结构的智能健康监测[J].建筑结构学报,2006,27(1):1-8. 被引量:22
  • 3李惠,欧进萍.斜拉桥结构健康监测系统的设计与实现(II):系统实现[J].土木工程学报,2006,39(4):45-53. 被引量:79
  • 4倪振华,江棹荣,谢壮宁.本征正交分解技术及其在预测屋盖风压场中的应用[J].振动工程学报,2007,20(1):1-8. 被引量:15
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  • 8Uematsu Y, Kuribara O, Inoue A. Wind load and windinduced dynamic behavior of a singer-layer latticed dome [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1997, 66(3) : 227-248
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