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Behaviour of reinforced concrete columns confined with FRP wrap
Niesner, Jakub ; Čairović, Dorde (referee) ; Kostiha, Vojtěch (advisor)
Strengthening of reinforced columns confining by modern composite materials is effective method, allows quickly realized strengthening, without increase dimension of strengthening columns. Just like using reinforcing bars, is the mainly assumption for this method the multi-axis state tension and deducing confining pressure, which will increase strength of concrete. Improved of properties of confining concrete can be determined by using relationships, but there are considerably differences. This diploma theses, dealing with strengthening of circular reinforced columns confinement by external FRP fabric, compared approaches to design of reinforced concrete by confining and using the results of an analytical and numerical study to describe problem of confining concrete and compare factors influencing the final properties of the wrapped concrete.
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Environmental solution of administrative building in Hodonín
Snášel, Michal ; Blasinski, Petr (referee) ; Rubina, Aleš (advisor)
The aim of this master thesis is to design a seven-storey office building in Hodonín, Czechia. The building has retail spaces in the basement and first floor and offices in second to sixth floors and utility room and elevator engine room in the seventh floor. Individual floors are accessible via stairs and elevator. The vertical load-bearing structure consists of reinforced concrete walls and columns. Horizontal load-bearing structure consists of cast-in-place reinforced concrete slabs. The roof is flat with photovoltaic power plant connected to main battery. The main source of heating energy for the building is a heat pump (air-water) backed by a secondary electric boiler. Fresh air is supplied by a HVAC unit installed on the roof. Overheating due to solar heat gains and equipment is mitigated by local AC ceiling units. Automated roller blinds reacting to solar gains and glare are installed over the windows. The next part of thesis consists of comparison of pressure properties of sheet metal duct and CLIMAVER system.
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Environmental solution of administrative building in Hodonín
Snášel, Michal ; Blasinski, Petr (referee) ; Rubina, Aleš (advisor)
The aim of this master thesis is to design a seven-storey office building in Hodonín, Czechia. The building has retail spaces in the basement and first floor and offices in second to sixth floors and utility room and elevator engine room in the seventh floor. Individual floors are accessible via stairs and elevator. The vertical load-bearing structure consists of reinforced concrete walls and columns. Horizontal load-bearing structure consists of cast-in-place reinforced concrete slabs. The roof is flat with photovoltaic power plant connected to main battery. The main source of heating energy for the building is a heat pump (air-water) backed by a secondary electric boiler. Fresh air is supplied by a HVAC unit installed on the roof. Overheating due to solar heat gains and equipment is mitigated by local AC ceiling units. Automated roller blinds reacting to solar gains and glare are installed over the windows. The next part of thesis consists of comparison of pressure properties of sheet metal duct and CLIMAVER system.
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Behaviour of reinforced concrete columns confined with FRP wrap
Niesner, Jakub ; Čairović, Dorde (referee) ; Kostiha, Vojtěch (advisor)
Strengthening of reinforced columns confining by modern composite materials is effective method, allows quickly realized strengthening, without increase dimension of strengthening columns. Just like using reinforcing bars, is the mainly assumption for this method the multi-axis state tension and deducing confining pressure, which will increase strength of concrete. Improved of properties of confining concrete can be determined by using relationships, but there are considerably differences. This diploma theses, dealing with strengthening of circular reinforced columns confinement by external FRP fabric, compared approaches to design of reinforced concrete by confining and using the results of an analytical and numerical study to describe problem of confining concrete and compare factors influencing the final properties of the wrapped concrete.
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