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- W851421581 abstract "Skewed steel I-girder bridges have offered economical solutions for interchanges and river crossings due to reduced site preparation requirements when compared to similar orthogonal, or 'right,' bridge solutions. These economic advantages have resulted in an increase in the design and construction of skewed steel I-girder bridges in the USA. The effect of skew angle on live load response has been reported in the literature with researchers investigating skew influence on transverse load distribution and forces in the concrete deck; however, the response of skewed steel bridges during construction has received limited attention. Effects of bridge skew are magnified during construction due to the response of the steel superstructure under the differential loads that can be applied. There is a need for the study of long-span, skewed girder bridges at all stages of construction to justify imposing initial construction out-of-plumb positions into the girders to counteract anticipated rotations and to evaluate deformations and loads that may result should the girder webs remain out-of-plumb at the completion of construction. This paper summarizes certain aspects of a research project that has investigated the behaviour of a 74.5 m (244'), single-span, skewed, steel, I-girder bridge during placement of the concrete deck. The research program has included both field-monitoring and numerical modelling of the bridge superstructure. For the covering abstract see ITRD E122906." @default.
- W851421581 created "2016-06-24" @default.
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- W851421581 date "2003-01-01" @default.
- W851421581 modified "2023-09-24" @default.
- W851421581 title "EFFECTS OF DECK POUR SEQUENCING ON GIRDER ROTATIONS IN A SKEWED STEEL I-GIRDER BRIDGE DURING CONSTRUCTION." @default.
- W851421581 hasPublicationYear "2003" @default.
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