This paper presents a half precast strain-hardening cementitious composites (SHCC) and reinforced steel truss deck in order to develop SHCC and reinforced concrete composite slabs. The developed half precast decks were evaluated for loading of construction stages and presented excellent flexural performances during construction stages.

In the research, there were seismically strengthened reinforced concrete composite columns by applying Strain Hardening Cementitious Composites(SHCC). The seismic performance of SHCC-RC composite columns were studied by the concepts of seismic performance-based design approaches as well as with experiments.