地震動下のコンクリート充填円形断面鋼製橋脚における局部座屈変形の進展抑制機構と耐震性向上; 地震動下のコンクリート充填円形断面鋼製橋脚における局部座屈変形の進展抑制機構と耐震性向上; Improved Seismic Performance of Cft Piers by a Newly Discovered Mechanism to Restrain Progress of Local Buckling Deformations
Abstract
- Publication:
-
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
- Pub Date:
- 2013
- DOI:
- 10.2208/jscejseee.69.101
- Bibcode:
- 2013JSCSE..69..101G