Sekundarni jezik: |
Angleški jezik |
Sekundarni naslov: |
Static analysis of load-bearing structure (construction) of a three storey office building in Ribnica |
Sekundarni povzetek: |
This thesis presents static analysis of load-bearing structure of a three storey office building in Ribnica according to Eurocode standard. The load-bearing structure is made of reinforced concrete and consists of smooth slabs on pillars that represent ceiling and roof structure, pillars and walls with openings. In the analysis of the load-bearing structure the influence of permanent and weigh down and also the impact of wind, snow and earthquake are considered. Detailed analysis of vertical loadbearing elements was performed with a statial computational model within commercial ETABS program, while the analysis of ceiling slabs was performed with the program SAP 2000. In thesis is the design of a ceiling slab and part of reinforced-concrete wall with opening, presented in detail.
Results of the analysis are presented in text, tables and images. The distribution of reinforcement in the analyzed elements of load-bearing structure is shown in reinforcement plans. |
Sekundarne ključne besede: |
graduation thesis;civil engineering;OG-MK;load - bearing;Eurocode;wall with openings;column;design; |
Vrsta datoteke: |
application/pdf |
Vrsta dela (COBISS): |
Diplomsko delo/naloga |
Komentar na gradivo: |
Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo |
Strani: |
XVII, 97 str., 3 pril. |
Vrsta dela (ePrints): |
thesis |
Naslov (ePrints): |
Analysis and design of reinforced concrete load-bearing structure of a three storey office building in Ribnica |
Ključne besede (ePrints): |
armirani beton;Evrokod;stena z odprtinami;stebri;plošče;projektiranje |
Ključne besede (ePrints, sekundarni jezik): |
load - bearing;Eurocode;wall with openings;column;design |
Povzetek (ePrints): |
V diplomski nalogi je predstavljena statična analiza nosilne konstrukcije tri-etažne poslovne stavbe v Ribnici po standardih Evrokod. Nosilna konstrukcija je iz armiranega betona. Medetažne nosilne konstrukcije so izvedene kot gladke polne plošče, vertikalni nosilni elementi pa kot stebri in stene z odprtinami. Pri analizi nosilne konstrukcije so upoštevani stalni vplivi, vplivi koristne obtežbe, vplivi obtežbe snega in vetra, ter potresni vplivi. Vplivi učinkujejo tako v smeri gravitacijske sile kot v horizontalni smeri. Račun obremenitev v vertikalnih nosilnih elementih je opravljen na ustreznem prostorskem računskem modelu nosilne konstrukcije stavbe v komercialnem programu ETABS, račun obremenitev v tipični stropni konstrukciji stavbe pa na ustreznem ravninskem računskem modelu v programu SAP2000. V diplomski nalogi je podrobneje prikazano projektiranje in dimenzioniranje tipične stropne konstrukcije poslovne stavbe ter del stene z odprtinami. Rezultati analize so prikazani tekstovno, v razpredelnicah in s slikami. Za obravnavane dele nosilne konstrukcije so izdelani
armaturni načrti. |
Povzetek (ePrints, sekundarni jezik): |
This thesis presents static analysis of load-bearing structure of a three storey office building in Ribnica according to Eurocode standard. The load-bearing structure is made of reinforced concrete and consists of smooth slabs on pillars that represent ceiling and roof structure, pillars and walls with openings. In the analysis of the load-bearing structure the influence of permanent and weigh down and also the impact of wind, snow and earthquake are considered. Detailed analysis of vertical loadbearing elements was performed with a statial computational model within commercial ETABS program, while the analysis of ceiling slabs was performed with the program SAP 2000. In thesis is the design of a ceiling slab and part of reinforced-concrete wall with opening, presented in detail.
Results of the analysis are presented in text, tables and images. The distribution of reinforcement in the analyzed elements of load-bearing structure is shown in reinforcement plans. |
Ključne besede (ePrints, sekundarni jezik): |
load - bearing;Eurocode;wall with openings;column;design |
ID: |
8312889 |