Master' s Thesis presents statical, seismic and fire analysis of multistorey building in Novo mesto.
Building is made of reinforced concrete foundation, glued laminated timber structure and cross
laminated timber panels where longitudinal stability is provided by centric bracing using steel tubes.
Ultimate and serviceability limit states is checked together with vibrations. Capacity design procedure
is used in seismic design with goal to ensure appropriate level of ductility during earthquake. Local
elements are checked in fire analysis which is part of this thesis. Additionally, typical joints that appear
in the structure are also verified.