Abstract: To investigate the performance of in-service skewed bridges, two continuous two-span steel I-girder bridges, one skewed 45° with integral abutments and the other skewed 41° with stub abutments, were instrumented during ...

Abstract: Skewed steel I-girder bridges experience complex load distribution under live load that is not thoroughly understood, while standard design practice for such bridges consists of simplifications that should be further ...

Abstract: Steel I-girder bridges are subjected to unique loading conditions when they are under construction, and, in particular, lateral bending of skewed bridges during deck placement is of interest. Proper evaluation of skew ...