Pregled bibliografske jedinice broj: 428715
A Two-Phase Loading Model for Nonlinear Analysis of Cable Structures
A Two-Phase Loading Model for Nonlinear Analysis of Cable Structures // Proceedings of the 7th EUROMECH Solid Mechanics Conference / Ambrosio, J ; Silva, Miguel T. (ur.).
Lisabon: Instituto Superior Tecnico, Lisbon, Portugal, 2009. str. 183-184 (predavanje, međunarodna recenzija, sažetak, znanstveni)
CROSBI ID: 428715 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
A Two-Phase Loading Model for Nonlinear Analysis of Cable Structures
Autori
Zivaljic, Nikolina ; Mihanovic, Ante ; Trogrlic, Boris
Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, sažetak, znanstveni
Izvornik
Proceedings of the 7th EUROMECH Solid Mechanics Conference
/ Ambrosio, J ; Silva, Miguel T. - Lisabon : Instituto Superior Tecnico, Lisbon, Portugal, 2009, 183-184
ISBN
978-989-96264-2-3
Skup
7th EUROMECH Solid Mechanics Conference
Mjesto i datum
Lisabon, Portugal, 07.09.2009. - 11.09.2009
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Nonlinear Analysis; Cable Structures
Sažetak
This paper presents a numerical model for solving the problem of form-finding for cable structures under large displacements. Large displacements can be obtained by the incremental application of the small displacements theory. The updating of the geometric configuration from increment to increment is implemented by a special procedure called the Null Configuration Principle. The updating of the effects on the structure includes the updating of the basic and geometry stiffness matrices of small deformations, and then the updating of the loads and their influences on the internal forces. The analysis is solved in two phases. The first phase is with a pretension load, if applicable, leading to a new geometry. In the second phase, other loads (such as the gravity load) are added to the new geometry.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
083-0831541-1545 - Modeliranje granične nosivosti i stabilnosti konstrukcija pri velikim pomacima (Mihanović, Ante, MZO ) ( CroRIS)
083-0831541-1532 - Nelinearna dinamička analiza trodimenzionalnih armirano-betonskih konstrukcija (Nikolić, Željana, MZO ) ( CroRIS)
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split