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A Two-Phase Loading Model for Nonlinear Analysis of Cable Structures


Zivaljic, Nikolina; Mihanovic, Ante; Trogrlic, Boris
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


Citiraj ovu publikaciju:

Zivaljic, Nikolina; Mihanovic, Ante; Trogrlic, Boris
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)
Zivaljic, N., Mihanovic, A. & Trogrlic, B. (2009) A Two-Phase Loading Model for Nonlinear Analysis of Cable Structures. U: Ambrosio, J. & Silva, M. (ur.)Proceedings of the 7th EUROMECH Solid Mechanics Conference.
@article{article, author = {Zivaljic, Nikolina and Mihanovic, Ante and Trogrlic, Boris}, year = {2009}, pages = {183-184}, keywords = {Nonlinear Analysis, Cable Structures}, isbn = {978-989-96264-2-3}, title = {A Two-Phase Loading Model for Nonlinear Analysis of Cable Structures}, keyword = {Nonlinear Analysis, Cable Structures}, publisher = {Instituto Superior Tecnico, Lisbon, Portugal}, publisherplace = {Lisabon, Portugal} }
@article{article, author = {Zivaljic, Nikolina and Mihanovic, Ante and Trogrlic, Boris}, year = {2009}, pages = {183-184}, keywords = {Nonlinear Analysis, Cable Structures}, isbn = {978-989-96264-2-3}, title = {A Two-Phase Loading Model for Nonlinear Analysis of Cable Structures}, keyword = {Nonlinear Analysis, Cable Structures}, publisher = {Instituto Superior Tecnico, Lisbon, Portugal}, publisherplace = {Lisabon, Portugal} }




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