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- W2317018500 startingPage "56" @default.
- W2317018500 abstract "56 The purpose of this investigation was to study the feasibility of using a prestressed double tee concrete system in bridge structures with spans up to 80ft (24.4 m). The experimental investigation consisted of two parts: (1) study the behavior of a simply supported half scale bridge model with three double tees joined together by simple longitudinal V joints and transversely post-tensioned; (2) study the effect of prestressed steel profiles and shielded strands on the ductility of double tees." @default.
- W2317018500 created "2016-06-24" @default.
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- W2317018500 date "1990-09-01" @default.
- W2317018500 modified "2023-10-18" @default.
- W2317018500 title "Feasibility Study of Transversely Prestressed Double Tee Bridges" @default.
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- W2317018500 doi "https://doi.org/10.15554/pcij.09011990.56.69" @default.
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