diplomska naloga
Janez Melink (Avtor), Sebastjan Bratina (Mentor), Živa Kristl (Član komisije za zagovor), Janko Logar (Član komisije za zagovor)

Povzetek

Projektiranje medetažne konstrukcije armiranobetonske stavbe

Ključne besede

gradbeništvo;diplomska dela;UNI;B-GR;medetažna konstrukcija;plošče;armature;nosilci;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [J. Melink ]
UDK: 624.04:624.012.45(043.2)
COBISS: 5986145 Povezava se bo odprla v novem oknu
Št. ogledov: 1950
Št. prenosov: 444
Ocena: 0 (0 glasov)
Metapodatki: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Ostali podatki

Sekundarni jezik: Angleški jezik
Sekundarni naslov: Design of interstorey structure in a reinforced concrete building
Sekundarni povzetek: The Graduation Thesis deals with the design and dimensioning of floor constructions plate by the method of ultimate limit states and verification by the method of deflections allowable limit states based on the provisions of Eurocode standard. It is a classical building, in which the plate was made on site, supported by walls, columns, beams and cross bars. Longer side length of the plate is 28 m and 15.8 m on the smaller side, thickness is 0.2 m. In the bill is also covered entrance hall, staircase core plate and a balcony, located on the same floor level as the plate itself, and together comprise the entire first floor of the facility. In the bill are specifically taken into account the cross bars and beams under the plate. The way of the path and associated edge conditions are shown in the procedure of calculating the dimensions of bearing construction. Computer model is made by using the SAP2000 computer program that calculates internal forces using finite element method. In calculating the necessary dimensions and characteristics we use internal forces generated by the program, which divide bearing construction on planar and regular elements. Model of the plate in the program is designed in a best way to describe the actual situation and form of a plate with its material properties.
Sekundarne ključne besede: floor construction plate;plate;beam;armature
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo/naloga
Komentar na gradivo: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani: xii, 31 str.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Design of interstorey structure in a reinforced concrete building
Ključne besede (ePrints): medetažna konstrukcija;plošča;nosilec;armatura
Ključne besede (ePrints, sekundarni jezik): floor construction plate;plate;beam;armature
Povzetek (ePrints): V diplomski nalogi analiziramo medetažno konstrukcijo več-etažne poslovne stavbe. Za obravnavan objekt smo pridobili projektno dokumentacijo. Plošča je dimenzij 28 × 15 m, debeline 20 cm in je klasično grajena. Po obodu je plošča podprta s stenami, stebri in prekladami, v polju pa s prečnimi nosilci. Analiza, projektiranje in preverjanje temelji na računskem modelu konstrukcije, ki ga izdelamo v program SAP 2000. Za modeliranje plošče uporabimo štiri-vozliščne ploskovne končne elemente, nosilce pod ploščo pa modeliramo z linijskimi elementi, ki jih ustrezno povežemo s ploščo. V modelu uporabimo projektne vrednosti vplivov, lastnosti materialov in geometrije konstrukcije. Količino potrebne armature v plošči in nosilcih, ki jo določimo v analizi, primerjamo s količino armature, ki je bila dejansko vgrajena stropno konstrukcijo obravnavane stavbe. Sklepamo, da je razlika v količini armature v plošči predvsem posledica drugačnega računskega modela, ki smo ga uporabili v okviru diplomske naloge. Vzroka razlike v količini vzdolžne armature v nosilcu brez vpogleda v statični izračun obravnavane stavbe ne moremo ugotoviti
Povzetek (ePrints, sekundarni jezik): The Graduation Thesis deals with the design and dimensioning of floor constructions plate by the method of ultimate limit states and verification by the method of deflections allowable limit states based on the provisions of Eurocode standard. It is a classical building, in which the plate was made on site, supported by walls, columns, beams and cross bars. Longer side length of the plate is 28 m and 15.8 m on the smaller side, thickness is 0.2 m. In the bill is also covered entrance hall, staircase core plate and a balcony, located on the same floor level as the plate itself, and together comprise the entire first floor of the facility. In the bill are specifically taken into account the cross bars and beams under the plate. The way of the path and associated edge conditions are shown in the procedure of calculating the dimensions of bearing construction. Computer model is made by using the SAP2000 computer program that calculates internal forces using finite element method. In calculating the necessary dimensions and characteristics we use internal forces generated by the program, which divide bearing construction on planar and regular elements. Model of the plate in the program is designed in a best way to describe the actual situation and form of a plate with its material properties.
Ključne besede (ePrints, sekundarni jezik): floor construction plate;plate;beam;armature
ID: 8312572