1 Student, Department of Civil Engineering, Kyoto University, Kyoto, Japan, tomohiro.h@ay7.ecs.kyoto-u.ac.jp
2 Engineer, Water Pipeline Division, JFE Engineering Co., Yokohama, Japan, yabuguchi-takahiro@jfe-eng.co.jp
3 Professional Engineer, Water Pipeline Division, JFE Engineering Co., Yokohama, Japan, imai-e-toshio@jfe-eng.co.jp
4 Professor, Department of Civil Engineering, Kyoto University, Kyoto, Japan, koike.takeshi.7n@kyoto-u.ac.jp
Hazard Type: Earthquake
Date of the disaster : March 11, 2011
Location of the survey: Shiroishi Interchange, Miyagi Prefecture(38.039N, 140.63E)
Date of the field survey (if any) : May 29-30, 2011
Survey tools (if any) : none
1) Expansion joint failures of large-diameter buried pipelines of 1200mm and 2400mm water mains.
2) The failure mechanism of these joints are investigated based on numerical analyses and field survey results.
3) The expansion joints which were vertically settled before the main shock, have reduced deformation allowances for the seismic responses
Great East Japan Earthquake, expansion joint, pipeline, riser, seismic design
添付 | サイズ |
---|---|
FS2012-E-0000.pdf | 532.72 KB |