Cyclic behaviour of the Adobe brick walls before and after the reinforcement

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F12%3A00383139" target="_blank" >RIV/68378297:_____/12:00383139 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Cyclic behaviour of the Adobe brick walls before and after the reinforcement

Popis výsledku v původním jazyce

The retrofitting approach is constrained by the conservation requirements of minimum interventions which should not dramatically change the structural appearance, and should prefer solutions without a necessity of total structural disassembling. The experimental tests performed in the laboratory of ITAM consisted of in-plane shear tests on masonry walls strengthened with different techniques and subjected to a combination of compression and cyclic shear loading. For the reinforcing systems, in one caseit was realized using steel wire ropes mechanically fastened to the wall and disposed according to an X-shape. In all the other cases a mortar layers externally applied to the wall surface and reinforced with a two types of geo-nets represents it. For all the specimen the reinforcement was done on both surfaces of the wall. Also tle retrofitted technique by means of used reinforcement method has been on the applied on previously damaged walls.

Název v anglickém jazyce

Cyclic behaviour of the Adobe brick walls before and after the reinforcement

Popis výsledku anglicky

The retrofitting approach is constrained by the conservation requirements of minimum interventions which should not dramatically change the structural appearance, and should prefer solutions without a necessity of total structural disassembling. The experimental tests performed in the laboratory of ITAM consisted of in-plane shear tests on masonry walls strengthened with different techniques and subjected to a combination of compression and cyclic shear loading. For the reinforcing systems, in one caseit was realized using steel wire ropes mechanically fastened to the wall and disposed according to an X-shape. In all the other cases a mortar layers externally applied to the wall surface and reinforced with a two types of geo-nets represents it. For all the specimen the reinforcement was done on both surfaces of the wall. Also tle retrofitted technique by means of used reinforcement method has been on the applied on previously damaged walls.

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

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Návaznosti

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2012

Kód důvěrnosti údajů

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

Název statě ve sborníku

Proceedings of the International Conference on Structural Analysis of Historical Constructions

ISBN

978-83-7125-216-7

ISSN

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e-ISSN

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Počet stran výsledku

8

Strana od-do

1958-1965

Název nakladatele

Dolnośląskie Wydawnictwo Edukacyjne

Místo vydání

Wrocław

Místo konání akce

Wroclaw

Datum konání akce

15. 10. 2012

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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