A Computational Simulation for the Damage Mechanism of Steel-Concrete Composite Slabs under High Cycle Fatigue LoadsChikako Fujiyama, Koichi Maekawa|Journal of Advanced Concrete Technology|2011Cited by 21
FAILURE MODE OF STEEL-CON CRETE COMPOSITE BRIDGE DECK DEPENDING ON SHEAR CONNECTOR PROFILESChikako Fujiyama, Koichi Maekawa|Journal of Japan Society of Civil Engineers Ser A1 (Structural Engineering & Earthquake Engineering (SE/EE))|2012Cited by 1