Ductility Analysis of Prestressed Concrete Members with High-Strength Strands and Code Implications
This paper presents the effect of high-strength strands on the design of prestressed concrete (PSC) members; in particular, the tension-controlled and compression-controlled strain limits that are provided in the current ACI 318 code are discussed. The modification of the strain limits is based on a...
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Veröffentlicht in: | ACI structural journal 2017-03, Vol.114 (2), p.407-407 |
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Format: | Artikel |
Sprache: | eng |
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