Quasi-nonlinear stability analysis of linear R/C structures (CROSBI ID 475983)
Prilog sa skupa u zborniku | sažetak izlaganja sa skupa | međunarodna recenzija
Podaci o odgovornosti
Nikolić, Željana ; Mihanović, Ante
engleski
Quasi-nonlinear stability analysis of linear R/C structures
This paper presents a simple method for determining the bearing capacity and stability of linear reinforced concrete structures and frames significantly exposed to compressive loads. The quasi-nonlinear method is based on the linear static analysis used to determine the section forces, while the buckling length is determined by using a geometrically nonlinear analysis or approximate methods common in engineering practice. These results are introduced into the spectrum of the bearing capacity to determine the failure compressive force for each element. The bearing capacity spectra are non-dimensional graphs developed by numerical experiments with a material and geometrically nonlinear model. The efficiency of this method has been illustrated by the solution procedure of few examples.
bearing capacity ; stability ; linear R/C structures ; quasi-nonlinear method ; failure
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Podaci o prilogu
40-41.
2000.
objavljeno
Podaci o matičnoj publikaciji
Proceedings of the Abstracts of the VIII International Conference on Numerical Methods in Continuum Mechnaics
Kompiš, Vladimir ; Žmindak, Milan ; Maunder, Edward A.W.
Žilina: University of Žilina
Podaci o skupu
VIII International Conference on Numerical Methods in Continuum Mechanics
predavanje
19.09.2000-24.09.2000
Liptovský Ján, Slovačka