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Date of Publication:2016-01-01

Journal:核动力工程

Volume:37

Issue:3

Page Number:47-50

ISSN No.:0258-0926

Abstract:Dynamic artificial boundary is a necessary means to using the 3D finite
   element technique to solve the dynamic problem of foundation. Based on
   the viscoelastic boundary and the transmitting boundary developed, the
   seismic response analysis of a building structure in a typical example
   of nuclear power engineering in the northeast of China is carried out,
   and the contrast analysis of two kinds of complex artificial foundation
   boundary model results with simplified homogeneous foundation model is
   implemented in order to explain the analysis differences based on the
   different methods in the simulation of dynamic effects for complex
   foundation.

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