Earthquake response analysis of nuclear power plant buildings with soil-structural interaction

被引：14

作者：

Králik, J ^{[1
]}

Simonovic, M ^{[1
]}

机构：

[1] Slovak Univ Technol Bratislava, Bratislava 81219, Slovakia

来源：

MATHEMATICS AND COMPUTERS IN SIMULATION | 1999年 / 50卷 / 1-4期

关键词：

earthquake; nuclear power plants; high confidence and low probability; soil-structures interaction;

D O I：

10.1016/S0378-4754(99)00076-2

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

This paper gives the results of earthquake response analysis of nuclear power plant buildings in accordance with the methodology of seismic margin assessment and generic implementation procedure. Earthquake resistance of all the important buildings was considered taking a dynamic effect on soil-structures interaction (SSI) into account. The stiffness and damping values of simple soil model were compared. Limits of seismic resistance of buildings are expressed by high confidence low probability of failure. Impact contact between two structures is modeled by gap elements during the transient. The results of dynamic transient analysis on NISA and ANSYS are compared. (C) 1999 IMACS/Elsevier Science B.V. All rights reserved.

引用

页码：227 / 236

页数：10

共 50 条

[1] Earthquake response analysis of nuclear power plant buildings including nonlinear site effects
Králik, J
Simonovic, M
[J]. STRUCTURAL DYNAMICS, VOLS 1 AND 2, 1999, : 1203 - 1209
[2] The research on soil-structural dynamic interaction
Dong Xiaoli
Hao Junhong
Wang Yanzhen
Wang Ruihua
[J]. ADVANCES IN CIVIL ENGINEERING, PTS 1-4, 2011, 90-93 : 2292 - 2296
[3] SOIL-STRUCTURAL INTERACTION AND CONCRETE TIE DESIGN
HANNA, AN
[J]. JOURNAL OF THE GEOTECHNICAL ENGINEERING DIVISION-ASCE, 1978, 104 (11): : 1420 - 1422
[4] SOIL-STRUCTURAL INTERACTION AND CONCRETE TIE DESIGN
RAYMOND, GP
[J]. JOURNAL OF THE GEOTECHNICAL ENGINEERING DIVISION-ASCE, 1978, 104 (02): : 249 - 265
[5] Seismic response analysis for a containment of nuclear power plant in consideration of soil structure interaction
[J]. 1600, (Publ by Atomic Energy Soc of Japan, Tokyo 105, Jpn):
[6] PROBABILISTIC SEISMIC SOIL STRUCTURE INTERACTION ANALYSIS OF THE MUHLEBERG NUCLEAR POWER PLANT REACTOR AND SUSAN BUILDINGS
Nakaki, David K.
Hashimoto, Philip S.
Johnson, James J.
Bayraktarli, Yahya
Zuchuat, Olivier
[J]. PROCEEDINGS OF THE ASME PRESSURE VESSELS AND PIPING CONFERENCE 2010, VOL 8, 2010, : 79 - 88
[7] EARTHQUAKE RESPONSE OF NUCLEAR-REACTOR BUILDINGS DEEPLY EMBEDDED IN SOIL
MASAO, T
TAKASAKI, Y
HIRASAWA, M
OKAJIMA, M
YAMAMOTO, S
KAWATA, E
KOORI, Y
OCHIAI, S
SHIMIZU, N
[J]. NUCLEAR ENGINEERING AND DESIGN, 1980, 58 (03) : 393 - 403
[8] Study on application of two approximate base models to the soil-structural dynamic interaction analysis
Chen Jian-yun
Li Jing
Li Jian-bo
[J]. ROCK AND SOIL MECHANICS, 2006, 27 (03) : 373 - 377
[9] Analysis of the Influence of Structure-Soil-Structure Interaction on the Seismic Response for Nuclear Power Plant ASTS
Li, Liang
Chen, Qun
Pan, Rong
[J]. ENERGIES, 2023, 16 (01)
[10] The effects of soil types on structural response of buildings under earthquake loading
Peker, K
[J]. PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON STEEL STRUCTURES OF THE 2000'S, 2000, : 275 - 280

← 1 2 3 4 5 →