›› 2006, Vol. 27 ›› Issue (3): 373-377.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study on application of two approximate base models to the soil-structural dynamic interaction analysis

CHEN Jian-yun1,2, LI Jing2, LI Jian-bo2   

  1. 1.State Key Laboratory of Coastal and offshore Engineering, Dalian University of Technology, Dalian 116024, China; 2. School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116023, China
  • Received:2004-08-12 Online:2006-03-10 Published:2013-11-06

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Abstract: The massless base model and viscous boundary base model are still the most widely applied approximate methods for easiness though many approaches have been proposed for the seismic response analysis of soil-structure system. But there are some problems in the application of various of approximate dynamic unbounded soil model. In this paper, detailed formula for the soil-structure dynamic interaction analysis is derived; the concept and the application criteria of mass-less base model and viscous boundary base model are clarified; and a simplified soil model for dynamic soil-structure interaction analysis is suggested.

Key words: soil-structure interaction, underground structure, earthquake, massless base, viscous boundary

CLC Number: 

  • TU 528.1
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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