“…The majority of experimental studies are on precast structural elements precast beam-column joints without transverse beams and slabs (Bonilla, Bezerra, Larrúa Quevedo, Recarey Morfa, & Mirambell Arrizabalaga, 2015;Saleem, Khurram, Amin, & Khan, 2018;Ma, Jiang, & Wang, 2019). However, seismic performance and mode of failures of precast beamcolumn and precast beam-slab are directly affected by existance of the transverse beams and slabs (Parastesh, Hajirasouliha, & Ramezani, 2014;Chen, Yan, & Gao, 2012;Choi, Choi, & Choi, 2013;Yuksel et al, 2015;Köken & Köroglu, 2014;Yardim, 2018).…”