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Autor:
Kostic, Neven.
Publikováno v:
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Thèse Ecole polytechnique fédérale de Lausanne EPFL, no 4414 (2009), Faculté de l'environnement naturel, architectural et construit ENAC, Programme doctoral Structures, Institut de structures IS (Laboratoire de construction en béton IS-BETO
Externí odkaz:
http://library.epfl.ch/theses/?nr=4414
Publikováno v:
In Engineering Structures November 2013 56:1117-1129
Autor:
Kostic, Neven
The stress field method, which is based on the lower bound theorem of plasticity, provides an unlimited number of solutions allowing to carry the applied loads to the supports for a given structure. This possibility which gives a large freedom to des
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1f424f4a8da98244c4d470db8ef82bc1
Autor:
Kostic, Neven
Computer-aided approaches for the efficient development of suitable stress fields are useful tools for the structural design of concrete structures. The paper describes a new procedure that is used within a previously proposed approach for the automa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______185::c54595cd9f3b83050e690fa60af5d757
https://infoscience.epfl.ch/record/111703
https://infoscience.epfl.ch/record/111703
Structural R/C cores are a popular and efficient choice as lateral-load resisting system in medium to tall buildings. The walls of the cores typically present large openings providing access to elevators placed within them. Shear induced by lateral f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______185::951c143f22415ec9c0c88a5adca99a21
https://infoscience.epfl.ch/record/143412
https://infoscience.epfl.ch/record/143412