Effective length coefficient of pier of multi-span continuous rigid-frame bridge based on transfer matrix method with branch
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11771-024-5578-7.pdf
Reference33 articles.
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4. LI Jiang-jiang, ZHANG Xuan-yu, WANG Xian-dong. The influence of buckling mode and buckling stability coefficient of rigid-frame bridge during construction in cold region [J]. Geofluids, 2022, 2022: 1–11. DOI: https://doi.org/10.1155/2022/5690355.
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