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.