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a Double-track box girder, b single-track box girder.
Open image in new window Fig. 24 Longitudinal rebar strains at the center: a G1 girder, b G2 girder.
a Diagonal and vertical struts of the girder, b horizontal upper and bottom struts/ties of the girder cross section.
Open image in new window Fig. 25 Location of the neutral axis under various loads: a G1 girder, b G2 girder.
Open image in new window Fig. 12 Comparisons of load displacement curves for a change in the prestressing force: a G1 girder, b G2 girder.
Open image in new window Fig. 14 Load-displacement curves from different prestressing forces in the girders: a G1 girder, b G2 girder.
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Four parameters are considered for service load conditions: (a) presence of diaphragms, (b) girder stiffness, (c) girder spacing, and (d) composite action.
Open image in new window Fig. 3 FE model of a PSC curved bridge: a Detailed modeling of 40 m two-girder curved bridge, b 50 m three-girder and 40 m two-girder curved bridges.
Two types of sectional model, a twin-deck bluff model (model A) and a partially streamlined box girder model (model B) are tested with two extreme cases of relative amplitude.
Generally, a curved bridge is designed and constructed as one of three types: (a) straight girders with a curved deck, (b) straight girders and decks used to set up a curved configuration, and (c) curved steel box girders with a curved deck.
a For girders A1, F1, F3 and, C3. b For girders A2, F2, C2 and, C4. c For girder F4 (All dimensions are in mm).
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