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Građevinar, Vol. 67 No. 06., 2015.

Pregledni rad
https://doi.org/10.14256/JCE.1139.2014

Nonlinear seismic analysis of steel frame with semi-rigid joints

Paulina Krolo
Mehmed Čaušević
Mladen Bulić

Puni tekst: hrvatski, pdf (899 KB) str. 573-583 preuzimanja: 302* citiraj
APA 6th Edition
Krolo, P., Čaušević, M. i Bulić, M. (2015). Nelinearna seizmička analiza čeličnog okvira s djelomično krutim priključcima. Građevinar, 67 (06.), 573-583. https://doi.org/10.14256/JCE.1139.2014
MLA 8th Edition
Krolo, Paulina, et al. "Nelinearna seizmička analiza čeličnog okvira s djelomično krutim priključcima." Građevinar, vol. 67, br. 06., 2015, str. 573-583. https://doi.org/10.14256/JCE.1139.2014. Citirano 11.04.2021.
Chicago 17th Edition
Krolo, Paulina, Mehmed Čaušević i Mladen Bulić. "Nelinearna seizmička analiza čeličnog okvira s djelomično krutim priključcima." Građevinar 67, br. 06. (2015): 573-583. https://doi.org/10.14256/JCE.1139.2014
Harvard
Krolo, P., Čaušević, M., i Bulić, M. (2015). 'Nelinearna seizmička analiza čeličnog okvira s djelomično krutim priključcima', Građevinar, 67(06.), str. 573-583. https://doi.org/10.14256/JCE.1139.2014
Vancouver
Krolo P, Čaušević M, Bulić M. Nelinearna seizmička analiza čeličnog okvira s djelomično krutim priključcima. Građevinar [Internet]. 2015 [pristupljeno 11.04.2021.];67(06.):573-583. https://doi.org/10.14256/JCE.1139.2014
IEEE
P. Krolo, M. Čaušević i M. Bulić, "Nelinearna seizmička analiza čeličnog okvira s djelomično krutim priključcima", Građevinar, vol.67, br. 06., str. 573-583, 2015. [Online]. https://doi.org/10.14256/JCE.1139.2014

Sažetak
The nonlinear seismic analysis of steel frame without diagonals is presented in the paper. The real behaviour of semi-rigid joints is taken into account through prior numerical simulation of the selected type of joint. The resulting bending moment and rotation curve is substituted with trilinear approximation and incorporated in seismic analysis according to the nonlinear static N2 method. Absolute and relative frame displacements are determined, and the corresponding results are compared with results for the steel frame with absolutely rigid joints.

Ključne riječi
seismic analysis; steel frame; semi-rigid joints; numerical analysis; nonlinear static N2 method

Hrčak ID: 141173

URI
https://hrcak.srce.hr/141173

[hrvatski]

Posjeta: 512 *