Abstract: The behavior of skewed steel I-girder bridges under live load is complex and challenging to interpret due to sparse existing field data; predictions used in the design process can include oversimplifications regarding ...

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 ...