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- W2174996489 abstract "In this paper, steel fibre is applied to reinforce pre-stressed high-strength concrete pile in order to improve its seismic performance. The pre-stressed high-strength concrete piles reinforced with shearing J-end steel fibre and steel-wire J-end steel fibre, respectively, are selected here for low-reversed cyclic loading test to analyse the ductility, rigidity degeneration and energy dissipating capacity of such components. The results show that the ductility of pre-stressed high-strength concrete pile reinforced with steel fibre is not improved significantly while the horizontal bearing capacity is enhanced." @default.
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- W2174996489 date "2015-11-01" @default.
- W2174996489 modified "2023-09-27" @default.
- W2174996489 title "Seismic performance of pre-stressed high-strength concrete pile reinforced with steel fibre" @default.
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- W2174996489 doi "https://doi.org/10.1179/1432891715z.0000000001638" @default.
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