Т. 56. Бр. 3. Международна юбилейна научна конференция "80 години УАСГ".
Рез. на бълг. ез.
DOI: 10.71167/uaceg.2023.560310
Анотация
"This paper studies the seismic behavior of a precast single-storey single span reinforced concrete frame. An example frame has been analyzed using the linear “Spectral method” and the nonlinear dynamic analysis with accelerograms according to BDS EN 1998-1. As a result the behavior factor of the structure is determined. Conclusions and recommendations for the
practical application of the method are made."