To analyze the dynamic response and reliability of a continuous beam bridge under the action of an extra heavy vehicle, a vehicle–bridge coupled vibration mode
Direct shear tests were conducted on the rock joints under constant normal load(CNL), while the acoustic emission(AE) signals generated during shear tests were
Uniaxial compression tests on sandstone samples with five different sizes after high temperature processes were performed in order to investigate the size effec
The dynamic response of pile in layered soil is theoretically investigated when considering the transverse inertia effect.Firstly, the fictitious soil-pile mode
The primary objective of this work is to explore how drivers react to flashing green at signalized intersections. Through video taping and data procession based