ずれ止め (2)，合成桁，混合構造

[CS6-27] Mechanical properties of rigid connections between steel deck girders and concrete abutments

*Yasuo Tawaratani¹, Naomitsu Akashi¹, Mikinao Gto², Takami Kawagoe², Osamu Ohyama³, Yusuke Imagawa³, Oso Yuya⁴ (1. Sogo Engineering, 2. Ota City, 3. Osaka Institute of Technology, 4. Osaka Institute of Technology)

Keywords:composite rigid frame bridge, rigid connection, portal rigid frame structure, steel slab girder bridge, shear connector, low girder