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pro vyhledávání: '"Yanao Liu"'
Publikováno v:
Construction Materials, Vol 4, Iss 2, Pp 425-443 (2024)
Based on the engineering background of the wide-width single cable-stayed bridge, the shear lag effects of the cross-section of these bridge box girders under the action of the eccentric load were experimentally studied. The behavior of shear lag eff
Externí odkaz:
https://doaj.org/article/2f60a83c5f6540d28e3fde5c4a47eeea