Embargo period 2017-07-15
master's thesis
Calculation of the Residential-Office Building with Flexible RC Frames on Ground Floor
Master's Thesis

Tomislav Maleć (2015)
Sveučilište u Splitu
Fakultet građevinarstva, arhitekture i geodezije
Katedra za teoriju konstrukcija
Metadata
TitleProračun stambeno-poslovne zidane zgrade s fleksibilnim prizemljem : diplomski rad
AuthorTomislav Maleć
Mentor(s)Boris Trogrlić (thesis advisor)
Abstract
Zadatak diplomskog rada je proračun stambeno-poslovne zgrade od omeđenog ziđa s fleksibilnim i zidanim prizemljem prema Europskim normama (EN 1992, EN 1996, EN 1998) i Tehničkom propisu za zidane konstrukcije (HRN EN 1996-3). Potresna otpornost konstrukcije određena je pojednostavljenim proračunom prema pravilima za jednostavne zidane zgrade. Također je napravljen nelinearni statički proračun u računalnom programu AmQuake, koristeći metodu naguravanja (EN 1998-1). Proveden je proračun ploča i temelja uslijed vertikalnog djelovanja.
Keywordsconfined masonry RC frame seismic resistance pushover method vertical load
Parallel title (English)Calculation of the Residential-Office Building with Flexible RC Frames on Ground Floor : Master's Thesis
Committee MembersBoris Trogrlić
Alen Harapin
Nives Ostojić-Škomrlj
GranterSveučilište u Splitu
Fakultet građevinarstva, arhitekture i geodezije
Lower level organizational unitsKatedra za teoriju konstrukcija
PlaceSplit
StateCroatia
Scientific field, discipline, subdisciplineTECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Study programme typeuniversity
Study levelgraduate
Study programmeCivil Engineering
Academic title abbreviationmag. ing. aedif.
Genremaster's thesis
Language Croatian
Defense date2015-07-15
Parallel abstract (English)
The thesis of this graduate work is calculation of the residential-office building made of confined masonry walls with flexible RC frames and masonry on the ground floor according to the European Norms (EN 1992, EN 1996, EN 1998) and the Technical Regulation for Masonry Constructions (HRN EN 1996-3). Seismic resistance is determined by the simplified calculation, according to the rules for simple masonry buildings. Also, the nonlinear static calculation is carried out through a computer program AmQuake, by using the pushover method (EN 1998-1). The calculation of ceiling slabs and foundations due to vertical load is also given.
Parallel keywords (Croatian)omeđeno ziđe AB okvir potresna otpornost metoda naguravanja vertikalno djelovanje
Resource typetext
Access conditionEmbargo period 2017-07-15
Terms of usehttp://rightsstatements.org/vocab/InC/1.0/
NotePredmet: Zidane konstrukcije
URN:NBNhttps://urn.nsk.hr/urn:nbn:hr:123:297098
CommitterDijana Erceg