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古代木结构振动台试验中非线性状态下相似关系的讨论

Discussion about similarity relation in nonlinear state in the shaking table test of ancient wood structure

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【作者】 张辰啸戴君武

【Author】 ZHANG Chen-xiao,DAI Jun-wu(Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics,CEA,Harbin,Heilongjiang 150080,China)

【机构】 中国地震局地震工程与工程振动重点实验室,中国地震局工程力学研究所

【摘要】 介绍常用的相似关系理论,讨论这些理论在评估现存古代木结构建筑的抗震性能而实施的大型缩尺振动台模拟试验中应用的缺陷,指出可以在等效线性化的假设下利用各输入工况前的模型结构自振频率与原型结构自振频率比作为基本参数来确定各工况下其他物理量相似比的解决方法.最后通过北京故宫博物院雨花阁建筑的振动台模型动力试验验证了此方法的可行性.

【Abstract】 The application of similitude laws had been widely used,but there still existed some challenges in application of similar relations theory to evaluate the seismic performance of the existing wood structure of ancient Chinese architecture by means of large-scale shaking table test.Through introducing the commonly used similar relations theories,we put forward defects of these theories in the shaking table test simulation applications,and proposed a solution which takes the frequency ratio between the model and prototype as the basic parameter to calculate ratios of others in different conditions based on the equivalent linearization assumption.Finally,the feasibilities of those solutions were verified in the shaking table test of the Pavilion of the Rain building in the Palace Museum,and some other conclusions were obtained.

  • 【文献出处】 福州大学学报(自然科学版) ,Journal of Fuzhou University(Natural Science Edition) , 编辑部邮箱 ,2013年04期
  • 【分类号】TU317.1;TU366.2
  • 【网络出版时间】2013-07-08 10:48
  • 【被引频次】1
  • 【下载频次】144
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