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PĚKNÍK, R. KLUSÁČEK, L. BAŽANT, Z. POŽÁR, M. DUCHÁČ, P.
Originální název
Load transfer in horizontally prestressed masonry wall
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
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.
Klíčová slova
strengthening; masonry wall; monostrands
Autoři
PĚKNÍK, R.; KLUSÁČEK, L.; BAŽANT, Z.; POŽÁR, M.; DUCHÁČ, P.
Vydáno
29. 8. 2018
Nakladatel
Czech Technical University in Prague
Místo
Prague
ISBN
978-80-01-06401-6
Kniha
Proceedings of The 12th International PhD Symposium in Civil Engineering
Strany od
901
Strany do
906
Strany počet
6
URL
http://phdsymp2018.eu/dwn/Proceedings%20of%20the%2012th%20fib%20PhD%20Symposium.pdf
BibTex
@inproceedings{BUT149991, author="Robin {Pěkník} and Ladislav {Klusáček} and Zdeněk {Bažant} and Michal {Požár} and Petr {Ducháč}", title="Load transfer in horizontally prestressed masonry wall", booktitle="Proceedings of The 12th International PhD Symposium in Civil Engineering", year="2018", pages="901--906", publisher="Czech Technical University in Prague", address="Prague", isbn="978-80-01-06401-6", url="http://phdsymp2018.eu/dwn/Proceedings%20of%20the%2012th%20fib%20PhD%20Symposium.pdf" }