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利用ARX模型识别土-结构体系的低阶模态频率和阻尼

Identification of first-modal frequency and damping in soil-structure interaction(SSI)system

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【作者】 王满生周锡元胡聿贤

【Author】 WANG Man-sheng1,3 ZHOU Xi-yuan2 HU Xu-xian3(1. School of Civil & Environment Engineering, Beijing University of Science and Technology,Beijing 100032,China; 2.College of Architectural Engineering, Bejing University of Technology, Beijing 100022,China;3.Institute of Geophysics,C E A,Beijing 100081,China)

【机构】 北京科技大学土木与环境工程学院北京工业大学抗震与减灾研究所中国地震局地球物理研究所 北京100032中国地震局地球物理研究所北京100081北京100022

【摘要】 利用美国Alaska一14层的办公大楼及周围场地上记录到的地震动,对此结构进行了低阶模态频率和阻尼的识别,和考虑土-结构动力相互作用后的土-结体系的低阶模态的频率和阻尼的识别。提供了一种ARX参数模型辨识方法,并与非参数模型辨识比较分析,发现两种模型得到的低阶模态频率和阻尼基本一致,但在高阶模态上会出现明显的差异。通过分析还发现考虑土-结相互作用后,体系的传递函数幅值有所降低。并编制了相应的Matlab计算程序。

【Abstract】 The first-modal frequency and damping of a building are identified by using the earthquake records on the building and on related free-field in Alaska, USA. The non-parameter model and ARX parameter model of the structure are used in the identification system, and soil-structure interaction system and structure -system are both identified. By comparing the results obtained from the identification system with the results obtained from the both model is identical in low-frequencies, and but the amplitude of transfer function obtained from SSI system is smaller than from structure system itself, especially in high-frequencies. All these computations are realized on the Matlab platform.

  • 【文献出处】 世界地震工程 ,World Earthquake Engineering , 编辑部邮箱 ,2007年04期
  • 【分类号】P315.9
  • 【被引频次】2
  • 【下载频次】143
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