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A new ultimate limit state approach to the design of prestressed concrete beams
The present approach to the design of prestressed beams is antiquated and time consuming. Neither SLS or ULS requirements are satisfied directly. There is a need for a new approach using plastic principles to design the prestressing requirements at ULS considering a whole span at a time, with checks...
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| Format: | Thesis |
| Language: | English |
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Concrete Materials and Structural Integrity Research Unit (CoMSIRU)
2016
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