Abstract: Considering the influence of crossbars of arch rib of CFST arch bridge on vertical bending rigidity and torsional rigidity of the whole bridge system, the space finite element calculating model for a CFST arch bridge with ...

Abstract: An improved method for calculating the vortex-induced vibration (VIV) of bridges is proposed in this article. In this method, the nonlinear characteristics of the additional aeroelastic effects during VIV versus structural ...

Abstract: AbstractCable-supported photovoltaic systems (CSPSs) have been widely adopted as a solar energy solution due to their low consumption of steel, large spans, and strong terrain adaptability. However, their susceptibility ...

Abstract: AbstractField measurements are usually recognized as the most reliable method for investigating wind effects on structures. A limited study has been conducted on the behavior of long-span suspension bridges during the ...