Dimenzioniranje armiranobetonskih ploskovnih elementov po standardih Evrokod 2

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Jezik:	Slovenski jezik
Leto izida:	2010
Izvor:	Ljubljana
Tipologija:	2.11 - Diplomsko delo
Organizacija:	UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik:	[M. Rizvić]
UDK:	006:624.012.4:624.07(043.2)
COBISS:	5212001
Št. ogledov:	1834
Št. prenosov:	374
Ocena:	0 (0 glasov)
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Sekundarni jezik:	Angleški jezik
Sekundarni naslov:	Design of reinforced concrete plate elements according to Eurocode 2
Sekundarni povzetek:	The graduation work treats design of reinforced concrete plate elements according to rules of Eurocode 2 respectively of SIST EN 1992-1-1 and SIST EN 1992-2. Second chapter treats plate elements subjected to loadings. It contains plate elements subjected to in-plane loading and also plate elements subjected to combined in-plane and out-of-plane loading. Third chapter treats verification of ultimate limite states of plate elements, referring to Annex LL of SIST EN 1992-2. It handles design of the inner layer and design of the outer layers of plate element. Fourth chapter treats verification of ultimate limit states of membrane elements, referring to clause 6.109 and Annex F of SIST EN 1992-1-1 or SIST EN 1992-2. It contains rules for design of membrane elements and their use in different cases. Fifth chapter presents calculated examples of design of reinforced concrete plate elements according to Eurocode 2. First example presents design of reinforced concrete slab according to Annex LL, where computer programme AMSES Plate is used for calculation of internal forces with finite- element model, and where comparison of required amount of reinforcement calculated according to Annex LL and with AMSES Plate is made. In second example is used computer programme SAP 2000, next to comparison of reinforcement calculated according to Annex LL and with SAP 2000, comparison with reinforcement from first axample is made too. Third example presents design of slab according to Annex F directly, on locations where different stress cases happens, with programme SAP 2000 used for calculation of internal stresses of layers and comparisons. Other examples of design of differently supported slabs, according to Annex LL and Annex F contain only comparison of reinforcement. V(IV)
Sekundarne ključne besede:	civil engineering;graduation thesis;RC plate elements;EC-2 Annex LL;EC-2 Annex F;
Vrsta datoteke:	application/pdf
Vrsta dela (COBISS):	Diplomsko delo
Komentar na gradivo:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani:	XVII, 156 str.
Vrsta dela (ePrints):	thesis
Naslov (ePrints):	Design of reinforced concrete plate elements according to Eurocode 2
Ključne besede (ePrints):	AB ploskovni elementi;EC2-2 Annex LL;EC2-2 Annex F
Ključne besede (ePrints, sekundarni jezik):	RC plate elements;EC2-2 Annex LL;EC2-2 Annex F
Povzetek (ePrints):	Diplomsko delo obravnava dimenzioniranje armiranobetonskih ploskovnih elementov po Evrokodu 2 oziroma pravilih iz standardov SIST EN 1992-1-1 in SIST EN 1992-2 . Drugo poglavje obravnava obremenitve ploskovnih elementov. Obsega ploskovne elemente pod vplivom obremenitve v ravnini, kakor tudi ploskovne elemente pod vplivom kombinirane obremenitve v ravnini in izven ravnine. Tretje poglavje obravnava kontrole mejnih stanj nosilnosti ploskovnih elementov, glede na dodatek LL standarda SIST EN 1992-2. Obravnava dimenzioniranje notranje plasti in dimenzioniranje zunanjih plasti ploskovnega elementa. Četrto poglavje obravnava kontrolo mejnega stanja nosilnosti membranskih elementov, glede na točko 6.109 in dodatek F standarda SIST EN 1992-1-1 oziroma SIST EN 1992-2. Obsega pravila dimenzioniranja membranskih elementov in njihovo uporabo v različnih primerih. V petem poglavju so predstavljeni računski primeri dimenzioniranja armiranobetonskih ploskovnih elementov po pravilih iz Evrokoda 2. Prvi primer predstavlja dimenzioniranje armiranobetonske plošče po dotatku LL, kjer je za račun notranjih sil po metodi končnih elementov uporabljen računalniški program AMSES Plate in kjer je izvedena primerjava potrebne količine armature izračunane po dodatku LL in s AMSES Plate. V drugem primeru pa je uporabljen računalniški program SAP 2000, kjer je poleg primerjave armature izračunane po dodatku LL in s SAP 2000, izvedena še primerjava z armaturo iz prvega primera. Tretji primer predstavlja dimenzioniranje armiranobetonske plošče direktno po dodatku F, na mestih kjer se pojavljajo različni primeri napetosti, za račun notranjih napetosti v plasteh in primerjave pa je uporabljen program SAP 2000. Ostali primeri dimenzioniranja različno podprtih plošč po dodatku LL oziroma F vsebujejo samo primerjavo armature.
Povzetek (ePrints, sekundarni jezik):	The graduation work treats design of reinforced concrete plate elements according to rules of Eurocode 2 respectively of SIST EN 1992-1-1 and SIST EN 1992-2. Second chapter treats plate elements subjected to loadings. It contains plate elements subjected to in-plane loading and also plate elements subjected to combined in-plane and out-of-plane loading. Third chapter treats verification of ultimate limite states of plate elements, referring to Annex LL of SIST EN 1992-2. It handles design of the inner layer and design of the outer layers of plate element. Fourth chapter treats verification of ultimate limit states of membrane elements, referring to clause 6.109 and Annex F of SIST EN 1992-1-1 or SIST EN 1992-2. It contains rules for design of membrane elements and their use in different cases. Fifth chapter presents calculated examples of design of reinforced concrete plate elements according to Eurocode 2. First example presents design of reinforced concrete slab according to Annex LL, where computer programme AMSES Plate is used for calculation of internal forces with finite- element model, and where comparison of required amount of reinforcement calculated according to Annex LL and with AMSES Plate is made. In second example is used computer programme SAP 2000, next to comparison of reinforcement calculated according to Annex LL and with SAP 2000, comparison with reinforcement from first axample is made too. Third example presents design of slab according to Annex F directly, on locations where different stress cases happens, with programme SAP 2000 used for calculation of internal stresses of layers and comparisons. Other examples of design of differently supported slabs, according to Annex LL and Annex F contain only comparison of reinforcement. V(IV)
Ključne besede (ePrints, sekundarni jezik):	RC plate elements;EC2-2 Annex LL;EC2-2 Annex F
ID:	8310059