港湾施設(1)

[II-82] Examination of applicability for current anchor strength formula to anchors of bollards by 3D FEM analysis

〇Ryuzo Ozaki¹, Toshiya Oda¹, Masafumi Miyata², Toru Shimizu³ (1.Chuo Fukken Consultants Co.,Ltd., 2.National Institute for Land and Infrastructure Management , 3.Sanyu Civil Engineering Corporation)

Keywords:mooring bollard, anchors, 3D FEM, strength formula, cone-shaped fracture