Pregled bibliografske jedinice broj: 35060
Analysis of Wind Effects on Structures and their Reliability
Analysis of Wind Effects on Structures and their Reliability // EUROSTEEL 1999 / Studnička, Jiri ; Wald, Frantisek ; Machaček (ur.).
Prag: Czech technical university in Prague, 1999. str. CD-rom; http://cihla.fsv.cvut.cz/~eurostee/051/051.htm (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 35060 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Analysis of Wind Effects on Structures and their Reliability
Autori
Peroš, Bernardin ; Boko, Ivica
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
EUROSTEEL 1999
/ Studnička, Jiri ; Wald, Frantisek ; Machaček - Prag : Czech technical university in Prague, 1999, CD-rom; http://cihla.fsv.cvut.cz/~eurostee/051/051.htm
Skup
EUROSTEEL 1999
Mjesto i datum
Prag, Češka Republika, 26.05.1999. - 29.05.1999
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Steel; Structural; Dynamic load; Wind; Bora; Stochastic Vibration; Reliability; Safety index
Sažetak
The paper presents the computation of the reliability of high, slender steel structures (steel chimneys, tower structures, antennas) with a dominant Bora wind load. Bora is a wind, which is a rare phenomen but it is characteristic for the Croatian coastal belt of the Adriatic Sea.
The reliability analysis of the structures with a dominant wind load, regarding their bearing capacity, i.e. the collapse of their bearing capacity, was performed employing a probabilistic procedure. The simulation of the wind-structure interaction was carried out using the modal analysis. According to the theory of stochastic vibrations it was possible to define the reaction of the structure (dynamic factor) on the wind action. All the relevant factors in the equation of the yield (limit) state of the bearing capacity, which define the mechanical properties of the material, cross sectional geometric characteristics of the structure, the intensity and the type of the wind load are represented by two cumulative basic variables. The reliability index for the given steel structure with a wind action as a dominant load was computed.
The performed investigations represent a basis for the development of national standards for the design of steel structures with a dynamic wind load.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo