Seismic Analysis of an Intake Tunnel of Different Tunnellining Programs for a Nuclear Power Plant

Gui Zhen Wang; Ying Min Li; Zhi Peng Lu

doi:10.4028/www.scientific.net/AMM.353-356.2084

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Seismic Analysis of an Intake Tunnel of Different...

Seismic Analysis of an Intake Tunnel of Different Tunnellining Programs for a Nuclear Power Plant

Abstract:

Developing an analysis program and simulating the radiation damping effect in the infinite foundation and inputs ground motion rationally. The static and dynamic analysis of an intake tunnel for a nuclear power plant is performed with ANSYS based on some 2-D finite element models considering of structure-foundation interaction by Time-History Analysis. Aiming at different programs of two linings in tunnel, the stress and internal force distribution of the tunnel , the wall rocks and the lining is researched and analyzed, and the diagram of stress and internal force is drawn. The regularity obtained can provide the basis for the seismic response analysis and design of tunnels.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

2084-2091

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.2084

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Online since:

August 2013

Authors:

Gui Zhen Wang, Ying Min Li, Zhi Peng Lu

Keywords:

Internal Force, Radiation Damping, Seismic Analysis, Stress, Tunnel

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References

[1] GB50267-1997, Code for seismic design of nuclear power [S]. Beijing: National Geological Bureau, (1997).

Google Scholar

[2] Jingbo Liu, Yandong Lv: A direct method for analysis of dynamic soil-structure interaction. Journal of Civil Engineering, 1998(03).

Google Scholar

[3] Jie Zhao, Guixuan Wang, Qiang Pei: Different design schemes of a nuclear power plant water intake tunnel for seismic performance analysis, Journal of disaster prevention and reduction, 2010 ( 01).

Google Scholar

[4] Jie Zhao, Guixuan Wang, Qiang Pei et al. Nuclear power plant intake tunnel seismic analysis, world earthquake engineering, 2009 ( 03).

Google Scholar

[5] Lvshi Pan: overview on seismic disaster of tunnel [J]. tunnel and underground engineering, 1990, 11(2)1-9.

Google Scholar

[6] Gao Lin: The seismic analysis of underground structures (II ) [J]. World earthquake engineering, 1990, 6(3): 1-10.

Google Scholar

[7] Jun Sun, Xueyuan Hou: The underground structure (volume two) [M]. Beijing: Science press, 1988: 783-794.

Google Scholar

[8] Itasea Consulting Group hm. FLAC一3D (Fast Lagrangian Analysis of Continua in 3 Dimensions), Version 3. 00, Users Manual[R]. USA: hasca Consulting Group Ine, (2006).

Google Scholar