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...
Uloženo v:
| Hlavní autoři: | , , , , |
|---|---|
| Médium: | Artigo |
| Jazyk: | Inglês |
| Vydáno: |
Springer
2025-12-01
|
| Edice: | Journal of King Saud University: Engineering Sciences |
| Témata: | |
| On-line přístup: | https://doi.org/10.1007/s44444-025-00088-6 |
| Tagy: |
Žádné tagy, Buďte první, kdo vytvoří štítek k tomuto záznamu!
|