Reducing the Shear Stress in the Footing Bottom of Concrete and Masonry Structures
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F13%3A86086634" target="_blank" >RIV/61989100:27120/13:86086634 - isvavai.cz</a>
Výsledek na webu
<a href="http://dx.doi.org/10.1016/j.proeng.2013.09.044" target="_blank" >http://dx.doi.org/10.1016/j.proeng.2013.09.044</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.proeng.2013.09.044" target="_blank" >10.1016/j.proeng.2013.09.044</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Reducing the Shear Stress in the Footing Bottom of Concrete and Masonry Structures
Popis výsledku v původním jazyce
Different deformation loads are created on the ground surface due to undermining, which are then transferred to foundation structures. Relative horizontal deformation is one of the most dangerous. The effect of this deformation can be eliminated throughthe use of different methods. In the case of an existing building, pre-stressing of the masonry is carried out using pre-stressed strands or ropes. For new buildings the application of a sliding joint is suitable. These methods can also be combined in some structures. Different types of materials are used to create the sliding joint and it is necessary to know their properties by shear loading to their proper design. At our university many types of materials and their behavior are tested and studied byshear load and different ambient temperatures. This paper deals with describing the function of a sliding joint, the materials used, as well as the results and conclusions from current tests.
Název v anglickém jazyce
Reducing the Shear Stress in the Footing Bottom of Concrete and Masonry Structures
Popis výsledku anglicky
Different deformation loads are created on the ground surface due to undermining, which are then transferred to foundation structures. Relative horizontal deformation is one of the most dangerous. The effect of this deformation can be eliminated throughthe use of different methods. In the case of an existing building, pre-stressing of the masonry is carried out using pre-stressed strands or ropes. For new buildings the application of a sliding joint is suitable. These methods can also be combined in some structures. Different types of materials are used to create the sliding joint and it is necessary to know their properties by shear loading to their proper design. At our university many types of materials and their behavior are tested and studied byshear load and different ambient temperatures. This paper deals with describing the function of a sliding joint, the materials used, as well as the results and conclusions from current tests.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
JN - Stavebnictví
OECD FORD obor
—
Návaznosti výsledku
Projekt
—
Návaznosti
S - Specificky vyzkum na vysokych skolach
Ostatní
Rok uplatnění
2013
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
Procedia Engineering. Volume 65
ISBN
—
ISSN
1877-7058
e-ISSN
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Počet stran výsledku
6
Strana od-do
284-289
Název nakladatele
Elsevier
Místo vydání
London
Místo konání akce
Terchová
Datum konání akce
23. 10. 2013
Typ akce podle státní příslušnosti
EUR - Evropská akce
Kód UT WoS článku
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