We.2.J
Special Session: Nonlinear Seismic SSI Analysis Based on Best Engineering Practices in US and Japan I

We.2.J.1

An Efficient Seismic Nonlinear SSI Approach Based on Best Practices in US and Japan. Part 1:Modeling

D.M. Ghiocel1, Y. Nitta2, R. Ikeda2, T. Shono3

1: Ghiocel Predictive Technologies, Inc., Rochester, New York, USA
2: SHIMIZU, Tokyo, Japan
3: Terrabyte, Tokyo, Japan

We.2.J.2

An Efficient Seismic Nonlinear SSI Approach Based on Best Practices in US and Japan. Part 2:Application

D. Ghiocel1, Y. Nitta2, R. Ikeda2, T. Shono3

1: Ghiocel Predictive Technologies, Inc., Rochester, New York, USA
2: SHIMIZU, Tokyo, Japan
3: Terrabyte, Tokyo, Japan

We.2.J.3

Comparative Study using Stick and 3DFEM Nonlinear SSI Models Per JEAC 4601-2015 Recommendations

Y. Nitta1, R. Ikeda1, T. Horiguchi2, D. M. Ghiocel3

1: Shimizu Corporation, Tokyo, Japan
2: Terrabyte Corporation, Tokyo, Japan
3: Ghiocel Predictive Technologies, Inc., New York, USA

We.2.J.4

Applicability of Equivalent Linear Three-Dimensional FEM Analysis of Reactor Buildings to the Seismic Response of a SoilStructure Interaction System

Y. Ichihara1, Y. Ichihara2, N. Nakamura1, K. Nabeshima1, B. Choi3, A. Nishida3

1: Hiroshima University, Hiroshima, Japan
2: Takenaka Corporation, Tokyo, Japan
3: Japan Atomic Energy Agency, Ibaraki, Japan