A monitoring program of that bridge was performed by the ATLSS Engineering Research Center at Lehigh University.
A monitoring program on that bridge was performed by the ATLSS Center at Lehigh University.
Along these lines, a comparative study on seat-type abutment bridges was performed.
An investigation of the damage caused by road traffic on three reinforced concrete bridges was performed.
Based on the simulation results, a traffic safety assessment of the bridge was performed.
The RBDO of a suspension bridge was performed under probabilistic flutter constraint using Reliability Index Approach RIAA) method, and this methodology was applied to the Great Belt East Bridge.
In this study, a preliminary seismic response analysis of a two-span highway bridge was performed using linear dynamic analysis procedures to identify the potential for inelastic response.
Subsequently, an evaluation of the condition of the bare deck concrete bridges was performed using relative permittivity in relation to the main factors of influence.
A preliminary design of a precast PSC curved girder bridge was performed using nonlinear FEM simulations by varying the PS force and cross-sectional area of the outer and inner girders as well as the number of girders and the load point location.
Extension to the analysis of three span suspension bridges is performed.
