Performance Deficiency of a Department Store - Case Study
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F01%3A07040850" target="_blank" >RIV/68407700:21610/01:07040850 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Performance Deficiency of a Department Store - Case Study
Popis výsledku v původním jazyce
Load bearing structure of a recently built department store in Prague consists of a flat (double ribbed) reinforced concrete slabs supported directly on columns located within span distances 12 x 12 m. Slabs above the first and second storey cantilever out by 3 m beyond the edge columns. After few years in service serious performance insufficiences of cladding, interior partitions, and other secondary elements had been observed. Due to public perception of the observed faults the second storey was closed and the whole building has been reconstructed. Detailed analysis has shown that serviceability failure of the second storey was primarily caused by lack of consideration in design of deflection due permanent load and shrinkage. Presented theoretical model for uncertainty and vagueness in perceiving observed defects explains well disturbing discrepancies in both public perception and expert assessment of structural condition.
Název v anglickém jazyce
Performance Deficiency of a Department Store - Case Study
Popis výsledku anglicky
Load bearing structure of a recently built department store in Prague consists of a flat (double ribbed) reinforced concrete slabs supported directly on columns located within span distances 12 x 12 m. Slabs above the first and second storey cantilever out by 3 m beyond the edge columns. After few years in service serious performance insufficiences of cladding, interior partitions, and other secondary elements had been observed. Due to public perception of the observed faults the second storey was closed and the whole building has been reconstructed. Detailed analysis has shown that serviceability failure of the second storey was primarily caused by lack of consideration in design of deflection due permanent load and shrinkage. Presented theoretical model for uncertainty and vagueness in perceiving observed defects explains well disturbing discrepancies in both public perception and expert assessment of structural condition.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
JN - Stavebnictví
OECD FORD obor
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Návaznosti výsledku
Projekt
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Návaznosti
Z - Vyzkumny zamer (s odkazem do CEZ)
Ostatní
Rok uplatnění
2001
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
Safety, Risk and Reliability - Trends in Engineering
ISBN
3-85748-102-4
ISSN
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e-ISSN
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Počet stran výsledku
6
Strana od-do
321-326
Název nakladatele
IABSE
Místo vydání
Zürich
Místo konání akce
Malta
Datum konání akce
21. 3. 2001
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
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