孔あき鋼板ジベルを用いた鋼桁一RC橋台接合構造の実験的研究
2001 年 8 巻 30 号 p. 23-30
詳細
2001 年 8 巻 30 号 p. 23-30
New connection detail of steel girder embedded in reinforced concrete abutments using perfobond ribs is experimentally studied to verify the load carrying capacity of integral bridge connection between steel girder and RC abutment. The static loading tests of steel girder-RC abutment connection detail are carried out by changing the parameter of perfobond ribs and the length of embedded girder section. As a result, the contribution of perfobond ribs in the moment resisting connection is verified and the resisting moment capacity of this connection is discussed.
