特殊構造

[I-324] Centrifuge Test for Seismic Response of Filled Soil in a Solid-Spandrel Arch Bridge (Part2) Examination of Inertial Force due to Filled Soil

Taiki Fukuda¹, Hiroyuki Tsuji¹, Kohei Nishimura², Masayuki Nanba², *Masaki Higuchi³, Koji Ito³, Michiyo Soejima³ (1. West Nippon Expressway Company, 2. NEXCO-West Consultants Company, 3. Obayashi Corporation)

Keywords:solid-spandrel arch bridge, seismic response, earth pressure, centrifuge test