NONLINEAR BEHAVIOUR OF A REINFORCED CONCRETE FRAME IN BANJA LUKA FOR SITE-SPECIFIC SEISMICITY AND SOIL CONDITIONS
This study presents a seismic capacity assessment of a reinforced concrete structure in central Banja Luka, Bosnia and Herzegovina, using nonlinear dynamic analysis in OpenSees under Python environment. Site specific soil conditions, characterized by dynamic amplification factors of approximately 1.2, are incorporated into the analysis. Structural ...
By Goran Jekic, Kemal Edip, Zivko Bozinovski, Aleksandar Zlateski, Trajche Zafirov, Elena Delova, Zabedin Neziri