10th International Istanbul Scientific Research Congress, İstanbul, Türkiye, 23 - 25 Temmuz 2022, ss.505-514
The effects of near-fault ground motion (NFGM) and far-fault ground
motion (FFGM) on a seven-story reinforced concrete (RC) building are
investigated in this study. SAP2000 software is used to model three dimensional
finite element model (FEM) and the dynamic characteristics of the building are
determined numerically. As NFGM and FFGM, 1992 Erzincan (EW) and 1999 Kocaeli
(IZN180) ground motion records are chosen for the analyses. Shear forces and
bending moments of the base, and maximum floor displacements are determined
with time history analysis. The obtained structural responses are compared with
the effects of NFGM and FFGM for emphasizing the importance of the distance of
earthquake motions. The results of the study indicate that NFGM is concluded
much larger dynamic responses compared with FFGM for the RC buildings