Finite element analysis of prestressed concrete spun pile strengthened with circular thin steel sheet under lateral static pushover load
Abstract Prestressed concrete spun piles provide excellent axial capacity but exhibit limited seismic resistance due to an inherently low transverse reinforcement ratio, leading to brittle failure. This study proposes a novel retrofitting technique using discrete, bolted thin steel sheets to enhance...
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| 主要な著者: | , , , , |
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| フォーマット: | Artigo |
| 言語: | Inglês |
| 出版事項: |
Springer
2025-12-01
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| シリーズ: | Journal of King Saud University: Engineering Sciences |
| 主題: | |
| オンライン･アクセス: | https://doi.org/10.1007/s44444-025-00088-6 |
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