@article{oai:kanazawa-u.repo.nii.ac.jp:00008362,
 author = {Fukada, Saiji and Kajikawa, Y. and Tokuno, M.},
 journal = {EASEC-11 - Eleventh East Asia-Pacific Conference on Structural Engineering and Construction},
 month = {Jan},
 note = {The authors proposed a reinforced concrete slab bridge with H-shaped steels which has high load-carrying capacity in order to reduce the construction cost. Our past study clarified that H-shape steels without stud dowel and concrete could compose hybrid section and static load was equally distributed each H-shaped steel in elasticity stage. Considering the described above it is possible to design this type of bridge as composite. Moreover it clarified that the cyclically loaded this type bridge has the high fatigue capacity and load-carrying capacity as same as the statically (non- cyclically) loaded that bridge. As next step the authors proposed a reinforced concrete slab rigid frame bridge with H-shaped steels in order to reduce the maintenance cost and to increase seismic performance. Especially the rigid connection method of H-shaped steel and re-bar in the abutments was proposed. Then the static loading test was carried out to grasp load-carrying capacity. As the results of the experiment destructive behavior of the reinforced concrete slab rigid frame bridge with H-shaped steels was clarified and also the validity of the connection method was clarified.},
 pages = {1219--1241},
 title = {Structural behavior of reinforced concrete slab rigid frame bridge with h-shaped steels},
 volume = {18},
 year = {2018}
}