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Publikováno v:
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Universitat Politècnica de Catalunya (UPC)
This paper proposes a new methodology to analyse how creep affects to reinforced concrete columns of tall buildings with central core that range between 20 and 40 floors. Creep shortening is due to compression stresses and are the different stress va
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9ca22ba6f4c2fd1922b82ebf9873a2ce
https://hdl.handle.net/2117/335772
https://hdl.handle.net/2117/335772