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Additionally, analytical methods have been developed to compute reduced loading capacity of bridge sections with deteriorated steel beams (Van de Lindt et al. 2005).
The ductility capacity of bridge piers is estimated uniaxially by moment-curvature analysis, regardless of the amount of flexural demand on the perpendicular axis of the section.
Safety and integrity of a bridge structure subjected to such seismic event heavily depends on the capacity of bridge columns to dissipate the seismic input energy through inelastic hysteretic cycles.
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The exposure of foundations substantially reduces the bearing capacity of bridges.
To achieve deflection control and/or to restore the bearing capacity of bridges, structural strengthening measures are frequently adopted.
This paper introduces a method for the probabilistic determination of the load-bearing capacity of bridges with respect to the progression of ongoing degradation processes over time.
It was concluded that the AAT approach using the BECAS SHM system is a reliable method for continuously estimating the load carrying capacity of bridges.
The paper is dealing with the tools of traffic engineering surveys observing the situation in modal split and capacity of bridges in Bratislava from which was created a complex transport model.
It was found that the ultimate capacity of the bridge girders were much higher than the bridge demand and the bridge had good ductility until failure.
Through the static load test on a double-line road bridge which is located at Nanjiang Port of Tianjin Port, the construction quality and structural performance of the bridge are analyzed, and the actual carrying capacity of the bridge is determined, all those provided scientific evidence for the bridge to put into operation.
The Blackledge River Railroad Bridge was rebuilt to increase the flood clearance and the load-bearing capacity of the bridge, but its abutments were integrated into the new bridge.
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