Tu.4.A
D05 - Response of Structures Systems and Components V

Tu.4.A.1
  Full Paper

Multi-mode factor for motor-driven pump units: compared pseudo-static and dynamic (response spectrum and time history) determination of seismic loads at anchorage points

S. Audebert1, M. Corus1, D. Rousseu2

1: EDF R&D, Palaiseau, France
2: EDF DT, Lyon, France

Tu.4.A.2
  Full Paper

Overview of Nuclear SSCs Seismic Fragility Test 1

H. Abe1

1: JASMiRT, 2-3-7 Shimbashi, Minato-ku, Tokyo, Japan

Tu.4.A.3
  Full Paper

Overview of Nuclear SCCs Seismic Fragility test 2 : control rod insertion device

H. Abe1

1: JASMiRT, 2-3-7 Shimbashi, Minato-ku, Tokyo, Japan

Tu.4.A.4
  Full Paper

Modelling of the Load-Displacement Behavior of Undercut Anchors and Comparison with Large-Scale Tests

F. Dwenger1, C. Kohler2, K. Kerkhof2

1: TÜV Süd Energietechnik GmbH, Filderstadt, Germany
2: Materials Testing Institute University of Stuttgart, Stuttgart, Germany

Tu.4.A.5
  Full Paper

Seismic Resistance Evaluation of Reinforced Concrete Structures with Complex Planar Shapes

T. Tojo1, N. Nakai2, K. Motoki2, H. Yamada2, K. Kosaka2, T. Suzuki1, S. Nakamura1, A. Takada1, N. Yabushita3

1: Takenaka Corporation, 1-5-1 Ohtsuka, Inzai-shi, Chiba 270-1395, Japan
2: The Kansai Electric Power Co., Inc, Fukui, Japan
3: Takenaka Corporation, Tokyo, Japan