机译:Punching performance of RC slab-column connections with inner steel truss
School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an, Shaanxi, P.R. China, State Key Laboratory of Green Building in Western China, Xi'an, Shaanxi, P.R. China;
School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an, Shaanxi, P.R. China;
School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an, Shaanxi, P.R. China, Key Lab of Structural Engineering and Earthquake Resistance of the Ministry of Education, Xi'an University of Architecture and Technology, Xi'an, ShaState Key Laboratory of Green Building in Western China, Xi'an, Shaanxi, P.R. China, Key Lab of Structural Engineering and Earthquake Resistance of the Ministry of Education, Xi'an University of Architecture and Technology, Xi'an, Shaanxi, P.R. China;
critical shear crack theory; punching behavior; punching strength; RC slab-column connection; steel truss;