Description
A detailed historical background of the case study building is shown, and observed damage and conducted in situ tests are discussed. The nonlinear static seismic analysis performed in the 3Muri software is extensively elaborated. Several strengthening scenarios are proposed with various strengthening techniques. The renovation of the case study building is presented through extensive photo documentation. The problems in renovations of culturally protected buildings in a specific case study are raised.
| DOI | https://doi.org/10.5592/CO/2CroCEE.2023.94 |
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Primary authors
Mrs
Boja Čačić Šipoš
(Peoples Associates Structural Engineers—Zagreb Office)
Mrs
Nataša Ivanišević
(A&A Architects)
Mrs
Mija Klasić
( Peoples Associates Structural Engineers—Zagreb Office)
Mr
Luka Lulić
(Faculty of Civil Engineering, University of Zagreb)
Mr
Ivan Matorić
( Peoples Associates Structural Engineers—Zagreb Office)
Mislav Stepinac
