Published June 2016 | Version v1
Journal article Metadata-only

Seismic response analysis based on dynamic artificial boundaries for nuclear power engineering

Creators

  • 1. China Nuclear Power Design Company, Shenzhen (China)
  • 2. Dalian University of Technology, Dalian (China)

Description

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. (authors)

Additional details

Identifiers

DOI
10.13832/j.jnpe.2016.03.0047;

Publishing Information

Journal Title
Nuclear Power Engineering
Journal Volume
37
Journal Issue
3
Journal Page Range
p. 47-50
ISSN
0258-0926

INIS

Country of Publication
China
Country of Input or Organization
China
INIS RN
50036363
Subject category
S21: SPECIFIC NUCLEAR REACTORS AND ASSOCIATED PLANTS;
Descriptors DEI
BUILDINGS; CHINA; COMPARATIVE EVALUATIONS; ENGINEERING; FINITE ELEMENT METHOD; FOUNDATIONS; NUCLEAR POWER; SIMULATION
Descriptors DEC
ASIA; CALCULATION METHODS; EVALUATION; MATHEMATICAL SOLUTIONS; MECHANICAL STRUCTURES; NUMERICAL SOLUTION; POWER; SUPPORTS

Optional Information

Notes
4 figs., 1 tab., 6 refs.; http://dx.doi.org/10.13832/j.jnpe.2016.03.0047