Load transfer in horizontally prestressed masonry wall

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F18%3APU129040" target="_blank" >RIV/00216305:26110/18:PU129040 - isvavai.cz</a>

Výsledek na webu

<a href="http://phdsymp2018.eu/dwn/Proceedings%20of%20the%2012th%20fib%20PhD%20Symposium.pdf" target="_blank" >http://phdsymp2018.eu/dwn/Proceedings%20of%20the%2012th%20fib%20PhD%20Symposium.pdf</a>

DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Load transfer in horizontally prestressed masonry wall

Popis výsledku v původním jazyce

Brick structures that are predominantly distorted by horizontal displacements (i.e. by changing the soil moisture) are often rehabilitated and stabilised by a horizontally arranged system of tension cables and strands. Cables and strands (i.e. levels) are usually designed at several levels of height, creating horizon-tally prestressed strips of masonry. The height of the prestressed masonry belt is based primarily on the load-bearing angle. At present, the design of a horizontally structured system of tension strands is intui-tive, based on previous experience of similar constructions. Validation of force and load distribution is complicated and, in many cases, impossible even when relevant computer technology is used. This step-by-step report describes the preparatory work involved prior to the measurement of the load angle in real tests of the brick wall, including the pre-evaluated results of the first measurements.

Název v anglickém jazyce

Load transfer in horizontally prestressed masonry wall

Popis výsledku anglicky

Brick structures that are predominantly distorted by horizontal displacements (i.e. by changing the soil moisture) are often rehabilitated and stabilised by a horizontally arranged system of tension cables and strands. Cables and strands (i.e. levels) are usually designed at several levels of height, creating horizon-tally prestressed strips of masonry. The height of the prestressed masonry belt is based primarily on the load-bearing angle. At present, the design of a horizontally structured system of tension strands is intui-tive, based on previous experience of similar constructions. Validation of force and load distribution is complicated and, in many cases, impossible even when relevant computer technology is used. This step-by-step report describes the preparatory work involved prior to the measurement of the load angle in real tests of the brick wall, including the pre-evaluated results of the first measurements.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20101 - Civil engineering

Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2018

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Proceedings of The 12th International PhD Symposium in Civil Engineering

ISBN

978-80-01-06401-6

ISSN

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e-ISSN

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Počet stran výsledku

6

Strana od-do

901-906

Název nakladatele

Czech Technical University in Prague

Místo vydání

Prague

Místo konání akce

Prague

Datum konání akce

29. 8. 2018

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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