Lessons from time-dependent deflection in record span prestressed concrete bridges
Abstract Globally, over 60% of record-span segmentally constructed prestressed concrete (PC) bridges exhibit excessive deflection, severe cracking, and underestimated prestressing losses. Decades of practice in continuous girder and rigid-frame PC bridge design have limited the maximum span capacity...
I tiakina i:
| Ngā kaituhi matua: | , , , , |
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| Hōputu: | Artigo |
| Reo: | Inglês |
| I whakaputaina: |
Nature Portfolio
2025-11-01
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| Rangatū: | Scientific Reports |
| Ngā marau: | |
| Urunga tuihono: | https://doi.org/10.1038/s41598-025-23105-9 |
| Ngā Tūtohu: |
Kāore He Tūtohu, Me noho koe te mea tuatahi ki te tūtohu i tēnei pūkete!
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