Tu.3.G
D03 - Nonlinear Simulations

Tu.3.G.1
  Full Paper

Applicability of Discrete-Like Crack Model to Box Culvert

K. Mizukoshi1, K. Yonezawa1, H. Nagai1, H. Kumata2, K. Yamaguchi3

1: Obayashi Corp., Tokyo, Japan
2: Tohoku Electric Power Co., Inc., Miyagi, Japan
3: Central Research Institute of Electric Power Industry, Chiba, Japan

Tu.3.G.2
  Full Paper

Identification of the reactor building damage mode for seismic fragility assessment using a three-dimensional finite element model

B. Choi1, A. Nishida2, T. Shiomi1, M. Kawata1, Y. Li1

1: Japan Atomic Energy Agency, Tokai-mura, Naka-gun, Ibaraki Pref., Japan
2: Japan Atomic Energy Agency, Chiba, Japan

Tu.3.G.3
  Full Paper

Modeling the thermomechanical behaviour of reinforced concrete structures exposed to natural fire

M. Roosefid1, M.H. Bonhomme1, G. Lopes Zugno2

1: IRNS - Institut de Radioprotection et Sûreté Nucleaire, Fontenay-aux-Roses, France
2: Ecole Centrale de Nantes, Nantes, France

Tu.3.G.4
  Full Paper

Software Commercial Grade Dedication Guidance for Nonlinear Seismic Analysis

N. Doulgerakis1, P. Tehrani2, I. Talebinejad2, B. Kosbab3, M. Cohen4, A. Whittaker5

1: SC Solutions, Inc., Atlanta, USA
2: SC Solutions, Inc., Sunnyvale, USA
3: Simpson Gumpertz & Heger, Atlanta, USA
4: TerraPower, Bellevue, USA
5: University at Buffalo, Buffalo, USA

Tu.3.G.5
  Full Paper

Proposal of Validation Procedure of Non-Linear Seismic Response Analysis Method

S. Nakamura1

1: Nihon University, Koriyama, Japan