Flexural Capacity Calculation Method for Pre-Damaged RC Beam-Column Joints Strengthened with High-Strength Steel Strand Mesh-Reinforced ECC.
- DOI
- 10.3390/ma19184002
- Published
- 2026 Sep 20
- Container
- Materials (Basel, Switzerland)
- Publisher
- Not recorded
- Open access
- unknown
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Cite this work
BibTeX
@article{allodium:10.3390/ma19184002,
title = {Flexural Capacity Calculation Method for Pre-Damaged RC Beam-Column Joints Strengthened with High-Strength Steel Strand Mesh-Reinforced ECC.},
author = {Liu S and Wei Y and Li Z and Hu J and Li K and Li W and Xu S},
year = {2026},
journal = {Materials (Basel, Switzerland)},
doi = {10.3390/ma19184002},
url = {https://doi.org/10.3390/ma19184002}
}RIS
TY - JOUR TI - Flexural Capacity Calculation Method for Pre-Damaged RC Beam-Column Joints Strengthened with High-Strength Steel Strand Mesh-Reinforced ECC. AU - Liu S AU - Wei Y AU - Li Z AU - Hu J AU - Li K AU - Li W AU - Xu S PY - 2026 JO - Materials (Basel, Switzerland) DO - 10.3390/ma19184002 UR - https://doi.org/10.3390/ma19184002 ER -
APA
S, L., Y, W., Z, L., J, H., K, L., W, L., & S, X. (2026). Flexural Capacity Calculation Method for Pre-Damaged RC Beam-Column Joints Strengthened with High-Strength Steel Strand Mesh-Reinforced ECC.. Materials (Basel, Switzerland). https://doi.org/10.3390/ma19184002
Source records
- pubmed · retrieved 2026-09-26T16:10:53.983Z