Investigation of influence of different stiffness of wing of PC portal rigid frame bridge with high abutment height on foundation structure

2:10 PM - 2:20 PM

[V-384] Investigation of influence of different stiffness of wing of PC portal rigid frame bridge with high abutment height on foundation structure

*Hiroyuki Sasaki¹, Michihiro Kouyama², Souta Yamada¹ (1. Katahira & Engineers Inc., 2. East Nippon Expressway Co.)

Keywords:Second phase line, PC portal rigid frame bridge, Stiffness of wing, Foundation structure, Bending moment

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