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pro vyhledávání: '"V. R. Verga M."'
Publikováno v:
Frattura ed Integrità Strutturale, Vol 13, Iss 50, Pp 242-250 (2019)
This paper presents a case study on the behaviour of precast reinforced columns with non-conventional cross-section. An experimental program was developed to verify the serviceability and ultimate limit states of these columns, loaded with eccentric
Externí odkaz:
https://doaj.org/article/09cfddc0136d4c6f873659ae1734af2d