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Numerical investigation of semi-rigid column bases with hysteresis characteristics

Péter Iványi ; Pollack Mihály Faculty of Engineering and Information Technology, University of Pécs, Pécs, Boszorkány u 2, 7624, Hungary

Puni tekst: engleski, pdf (891 KB) str. 99-104 preuzimanja: 281* citiraj
APA 6th Edition
Iványi, P. (2013). Numerical investigation of semi-rigid column bases with hysteresis characteristics. Tehnički vjesnik, 20 (1), 99-104. Preuzeto s https://hrcak.srce.hr/97485
MLA 8th Edition
Iványi, Péter. "Numerical investigation of semi-rigid column bases with hysteresis characteristics." Tehnički vjesnik, vol. 20, br. 1, 2013, str. 99-104. https://hrcak.srce.hr/97485. Citirano 18.11.2019.
Chicago 17th Edition
Iványi, Péter. "Numerical investigation of semi-rigid column bases with hysteresis characteristics." Tehnički vjesnik 20, br. 1 (2013): 99-104. https://hrcak.srce.hr/97485
Harvard
Iványi, P. (2013). 'Numerical investigation of semi-rigid column bases with hysteresis characteristics', Tehnički vjesnik, 20(1), str. 99-104. Preuzeto s: https://hrcak.srce.hr/97485 (Datum pristupa: 18.11.2019.)
Vancouver
Iványi P. Numerical investigation of semi-rigid column bases with hysteresis characteristics. Tehnički vjesnik [Internet]. 2013 [pristupljeno 18.11.2019.];20(1):99-104. Dostupno na: https://hrcak.srce.hr/97485
IEEE
P. Iványi, "Numerical investigation of semi-rigid column bases with hysteresis characteristics", Tehnički vjesnik, vol.20, br. 1, str. 99-104, 2013. [Online]. Dostupno na: https://hrcak.srce.hr/97485. [Citirano: 18.11.2019.]
Puni tekst: hrvatski, pdf (891 KB) str. 99-104 preuzimanja: 149* citiraj
APA 6th Edition
Iványi, P. (2013). Numeričko ispitivanje polu-krutih temelja stupova s karakteristikama histereze. Tehnički vjesnik, 20 (1), 99-104. Preuzeto s https://hrcak.srce.hr/97485
MLA 8th Edition
Iványi, Péter. "Numeričko ispitivanje polu-krutih temelja stupova s karakteristikama histereze." Tehnički vjesnik, vol. 20, br. 1, 2013, str. 99-104. https://hrcak.srce.hr/97485. Citirano 18.11.2019.
Chicago 17th Edition
Iványi, Péter. "Numeričko ispitivanje polu-krutih temelja stupova s karakteristikama histereze." Tehnički vjesnik 20, br. 1 (2013): 99-104. https://hrcak.srce.hr/97485
Harvard
Iványi, P. (2013). 'Numeričko ispitivanje polu-krutih temelja stupova s karakteristikama histereze', Tehnički vjesnik, 20(1), str. 99-104. Preuzeto s: https://hrcak.srce.hr/97485 (Datum pristupa: 18.11.2019.)
Vancouver
Iványi P. Numeričko ispitivanje polu-krutih temelja stupova s karakteristikama histereze. Tehnički vjesnik [Internet]. 2013 [pristupljeno 18.11.2019.];20(1):99-104. Dostupno na: https://hrcak.srce.hr/97485
IEEE
P. Iványi, "Numeričko ispitivanje polu-krutih temelja stupova s karakteristikama histereze", Tehnički vjesnik, vol.20, br. 1, str. 99-104, 2013. [Online]. Dostupno na: https://hrcak.srce.hr/97485. [Citirano: 18.11.2019.]

Sažetak
The results of numerical experiments on dynamic response of a steel column, with a concentrated mass on the top are presented. The column is fixed in the base subjected to a triangular pulse force. Preisach hysteresis model was applied to investigate the dynamic behaviour of the steel column. In the solution of the non-linear dynamic equation of the motion the fix-point technique is inserted to the time marching iteration. The column base is modelled with a rotational spring of hysteresis characteristics. The top concentrated mass and the base rotation stiffness (hard, medium and soft hysteretic spring) were varied. The results are discussed based on the deflection (displacement) of the free end of the column in 10 s time period.

Ključne riječi
deflection; fix-point technique structural dynamics; non-linear dynamic equation; Preisach model; response

Hrčak ID: 97485

URI
https://hrcak.srce.hr/97485

[hrvatski]

Posjeta: 607 *