[OS-18] Performance-based design and codes

[OS-18-08] Simulation of the Ultimate Bearing Capacity of a Spread Foundation on Sandy Soils: Rigid Plastic FEM Approach with Inclined Load and Size Effect Incorporating Stress-Dependent Non-Linear Yield Function

*Kazuhiro Kaneda¹, Masamichi Aoki², Satoru Ohtsuka³ (1. Chiba Institute of Technology, 2. Takenaka Corporation, 3. Nagaoka University of Technology)

キーワード：ultimate bearing capacity, RPFEM, seismic intensity method, inclined and moment load, size effect