座屈・耐荷力(柱) (2)

[I-209] Reproduction analysis of in-plane cyclic loading tests on inverted L-shaped concrete-filled bridge piers.

*Reo Mitsui¹, Tetsuya Nonaka¹, Takemasa Ebisawa¹, Nobuaki Morishita², Hideya Hasegawa² (1. Nagoya Institute of Technology, 2. Nagoya Expressway)

Keywords:inverted L-shaped piers, reproduction analysis of tests, analysis model, concrete-filled steel piers, rectangular section bridge piers