ANALYSIS OF THE IMPEDANCE FUNCTIONS USING 3D FINITE ELEMENT MODEL OF SUBSOIL

被引:0
作者
Kralik, J. [1 ]
Rosko, P. [2 ]
Kralik, J., Jr. [3 ]
机构
[1] Slovak Univ Technol Bratislava, Fac Civil Engn, Radlinskeho 11, Bratislava 81005, Slovakia
[2] TU Vienna, Ctr Mech & Struct, Inst Bldg Construct & Technol, Karlspl 13-202, A-1040 Vienna, Austria
[3] Viglasska 12, Bratislava 85107, Slovakia
来源
ENGINEERING MECHANICS 2018 PROCEEDINGS, VOL 24 | 2018年
关键词
nuclear power plant; impedance functions; SSI; FEM; ANSYS;
D O I
暂无
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper describes the soil-structure interaction effects in the case of the NPP main buildings with reactor VVER-1200/491 PWR. The simplified 1D and numerical 3D FE models of the subsoil are presented. The main reason of this methodology is proposed the frequency dependent complex function or as a spring-dashpot system, with the spring becoming negative for certain frequencies, which cannot be directly implemented in standard structural analysis codes. The methodology of the calculation of the impedance functions due to dynamic excitation are considered.
引用
收藏
页码:425 / 428
页数:4
相关论文
共 13 条
  • [1] [Anonymous], 1991, HDB IMPEDANCE FUNCTI
  • [2] [Anonymous], 2014, 129302014 ISOTR
  • [3] [Anonymous], 2000, ASCE, DOI DOI 10.1061/9780784404331
  • [4] Chen Wai-Fah., 2003, Earthquake Engineering Handbook
  • [5] Gazetas G, 1991, FDN ENG HDB
  • [6] Gidwani, 2016, CALCULATION DYNAMIC
  • [7] IAEA, 2008, REV SAF GUID NO NS G
  • [8] International Atomic Energy Agency (IAEA), 1992, SAF SER, V50-P-4
  • [9] Kralik J., 2009, SAFETY RELIABILITY N
  • [10] Dynamic soil-structure interaction analysis for complex soil profiles using unaligned mesh generation and nonlinear modeling approach
    Park, Jang Ho
    Choo, Jinkyo F.
    Cho, Jeong-Rae
    [J]. KSCE JOURNAL OF CIVIL ENGINEERING, 2013, 17 (04) : 753 - 762