The main objective of this experimental research was to understand the influence of some parameters on the response of the precast beam-to-column connections, namely: (i) friction between concrete fac
First frame was constructed without partition walls and deficient reinforcement detailing. Deficiency was controlled by inappropriate longitudinal/transverse reinforcement detailing and also by insuff
Three different heights of controlled rocking braced frames (CRBFs) were designed using various design parameters. Design specifications, median responses (including drifts and accelerations obtained
Steel fiber is one of the most widely used reinforcements to improve the performance of concrete members. However, few studies have been proposed to study the seismic performance of bridge piers const
