Mo.1.J
D05 - Soil-Structure Interaction I

Mo.1.J.1

Analytical study on building / ground nonlinear behaviors during earthquakes by Domain Reduction Method

H. Matsushita1, K. Sasaki1, R. Morobishi1, M. Akimoto1, T. Ogata1, K. Hayashi1, T. Kodama2, A. Fujimoto2

1: Obayashi Corporation, Tokyo, Japan
2: ITOCHU Techno Solutions Corporation, Tokyo, Japan

Mo.1.J.2

Application of the Domain Reduction Method in Seismic Analyses of Nuclear Power Plants

R. Borsutzky1, T. Schubert1, D. Kurmann2

1: HOCHTIEF Engineering GmbH Consult IKS, Frankfurt am Main, Germany
2: Axpo Power AG, Baden, Switzerland

Mo.1.J.3

Iterative Static Soil Structure Interaction Analysis for UK HPR1000

B. Ghosh1, V. Kumar1, R. Talby1, M. Tan2, Z. Tao3

1: Mott MacDonald, Croydon, United Kingdom
2: Mott MacDonald Ltd, Manchester, United Kingdom
3: State Key Laboratory of Nuclear Power Safety Monitoring Technology and Equipment, China Nuclear Power Engineering Corporation, Shenzhen, China

Mo.1.J.4

SEISMIC SSI ANALYSIS OF A REACTOR BUILDING COUPLED MODEL AND SEISMIC EVALUATION OF SELECTED STRUCTURES, SYSTEMS AND COMPONENTS (SSCs)

Y. Isbiliroglu1, O. Nusbaumer2, P. Mehta1, Y. Rathod1, M. Haapala1, S.C.R. Korlapati1, N. Vaidya1, H. Senechal3, D. Kurmann4

1: Rizzo International, Pittsburgh, USA
2: Kernkraftwerk Leibstadt AG, Leibstadt, Switzerland
3: KAE GmbH, a company of the BKW Engineering Group, Hausen, Germany
4: AXPO, Zurich, Switzerland

Mo.1.J.5

A Study on Seismic SSI Analysis of RB Complex on Piles Including Effects of Motion Incoherency and Nonlinear Soil Behavior in Vicinity of Piles

D.M. Ghiocel1, Y. Bulut2

1: Ghiocel Predictive Technologies, Rochester, New York, USA
2: MATRISeb, Ankara, Turkey