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International Journal for Engineering Modelling, Vol. 14 No. 1-4, 2001.

Izvorni znanstveni članak

Bearing capacity spectra for steel structures

Aleksandar Jurić ; Faculty of Civil Engineering, University Josip Juraj Strossmayer of Osijek, Osijek, CROATIA
Ante Mihanović ; Faculty of Civil Engineering, University of Split, Split, CROATIA

Puni tekst: engleski pdf 202 Kb

verzije

str. 45-53

preuzimanja: 0

citiraj

Sažetak

This paper presents a method for obtaining bearing capacity spectra through the analysis of the stability of column steel structure elements by means of a material and geometrically nonlinear model. Diagram spectra are shown non-dimensionally for each group of sections, and they present the dependence of slenderness and failure load on the given eccentricity. The analysis results are compared to prevalent steel structure stability standards and they show minimal deviations. No special engineer training or knowledge is demanded for diagrams what makes them applicable in engineering practice. In relation to standard computations, the usage of diagrams obtained by considering material and geometrical nonlinearity enables more rational material and structure exploitation.

Ključne riječi

material and geometrical nonlinearity, bearing capacity spectra, steel structures, stability analysis

Hrčak ID:

318800

URI

https://hrcak.srce.hr/318800

Datum izdavanja:

12.12.2001.

Posjeta: 0 *