Foundation & others

[E-2-2] Numerical Analysis of Flexural Performance of Hollow Precast CFST Piles under Varying High Axial Loads

*Keito Nagao¹, Hiroya Esaki¹, Clarissa Jasinda¹, Susumu Kono¹, David Mukai² (1. Tokyo Institute of Technology (Japan), 2. University of Wyoming (United States of America))

キーワード：hollow precast concrete-filled steel tube piles, multi-spring model, varying high axial loads