Jezik: | Slovenski jezik |
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Leto izida: | 2010 |
Tipologija: | 2.11 - Diplomsko delo |
Organizacija: | UM FGPA - Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo |
Založnik: | [M. Stegnar] |
UDK: | 624.131.552.042.7(043.2) |
COBISS: | 14559510 |
Št. ogledov: | 3403 |
Št. prenosov: | 573 |
Ocena: | 0 (0 glasov) |
Metapodatki: |
Sekundarni jezik: | Angleški jezik |
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Sekundarni naslov: | ǂThe ǂselection of first period calculation method and its influence on the magnitude of the earthquake effect |
Sekundarni povzetek: | In order to ensure seismic safety of a structure it is necessary to adequately model the seismic effects on the structure in accordance with the regulations. The essence of the thesis is thus a seismic analysis of two-storey steel structure with the focus on the selection of procedure for the calculation of the structure’s first period and its influence on the magnitude of seismic impact. The mass and rigidness of the structure are certainly the most significant structural parameters that directly govern the value of the first period. Therefore, the thesis observes the impact of structure’s mass and rigidness modeling on the size of the seismic force and its distribution. The results of completed numerical analysis showed that the seismic forces vary noticeably regarding the selected method for the evaluation of the first period. |
Sekundarne ključne besede: | earthquake;seismic analysis;dynamic model;Eurocode 8;mass of structure;rigidity of structure;equivalent console;eigenfrequency;finite element method;steel structure;elastic response spectrum; |
URN: | URN:SI:UM: |
Vrsta dela (COBISS): | Diplomsko delo |
Komentar na gradivo: | Univ. v Mariboru; Fak. za gradbeništvo, Gradbeništvo |
Strani: | VII, 72 f. |
ID: | 8715977 |