The paper examines the usage of a simplified nonlinear method for seismic analysis and performance evaluation (N2 method) for analysis of base isolated structures. The paper shows how we can obtain base displacement and top (relative) displacement for different bearing stiffness and selected damping. It has been shown in the paper that N2 method might be a valuable tool for design, analysis and verification of behavior of base isolated structures with different linear or nonlinear seismic devices.
B.03 Paper at an international scientific conference
COBISS.SI-ID: 2196356Konstrukcija zidanih pasivnih hiš je zelo podobna konstrukciji potresno izoliranih hiš. V obeh primerih je konstrukcija objekta izolirana od podlage. Temeljenje pasivnih hiš na armirano betonski temeljni plošči nameščeni nad toplotno izolacijo, ob pravilni izbiri slojev omogoča horizontalno drsenje, ki lahko deluje kot potresna varovalka.
B.03 Paper at an international scientific conference
COBISS.SI-ID: 2260612