Т. 56. Бр. 3. Международна юбилейна научна конференция "80 години УАСГ".
Рез. на бълг. ез.
DOI: 10.71167/uaceg.2023.560318
Анотация
"A newly designed RC framed system building designed to Eurocode high-class ductility (DCH) is numerically investigated to assess its earthquake performance. The capacity curves obtained by non-linear static pushover analysis for different lateral load arrangements are compared to the initial response spectrum solution also to estimate the structural seismic
overstrength ratio. The structural seismic performance assessment is based on an adopted floor damage index. The presented approach can be used as а pattern for evaluation of overstrength factor and seismic performance assessment. The results are indicative regarding low and
midrise RC framed structures designed to Eurocode high ductility class (DCH)."
