Laboratory measurements and numerical modeling of pre-stressed masonry

Kód výsledku v IS VaVaI

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Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Laboratory measurements and numerical modeling of pre-stressed masonry

Popis výsledku v původním jazyce

Pre-stressing of masonry is one of the most widespread building/facility reconstruction methods. In the Czech Republic it is very successful, especially in the Moravian-Silesian Region, which is subject to a considerable amount of disturbances of buildings/facilities due to undermining. Pre-stressing in masonry can be achieved by means of steel wire ropes or rods. These steel elements are inserted into the pre-milled grooves, which may be in the external or internal wall face. The ends of the steel elements are clamped into steel angles or special anchors. In these reconstruction methods it is necessary to follow the pre-stressing procedures and technologies. It is important to properly select the pre-stressing anchoring system, appropriate layout andarrangement of pre-stressing wires, pre-stressing procedure and dimension of pre-stressing forces in the individual wires. This contribution deals with experimental measurements of deformations in the place exposed to local load caused by

Název v anglickém jazyce

Laboratory measurements and numerical modeling of pre-stressed masonry

Popis výsledku anglicky

Pre-stressing of masonry is one of the most widespread building/facility reconstruction methods. In the Czech Republic it is very successful, especially in the Moravian-Silesian Region, which is subject to a considerable amount of disturbances of buildings/facilities due to undermining. Pre-stressing in masonry can be achieved by means of steel wire ropes or rods. These steel elements are inserted into the pre-milled grooves, which may be in the external or internal wall face. The ends of the steel elements are clamped into steel angles or special anchors. In these reconstruction methods it is necessary to follow the pre-stressing procedures and technologies. It is important to properly select the pre-stressing anchoring system, appropriate layout andarrangement of pre-stressing wires, pre-stressing procedure and dimension of pre-stressing forces in the individual wires. This contribution deals with experimental measurements of deformations in the place exposed to local load caused by

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2013

Kód důvěrnosti údajů

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

Název statě ve sborníku

Procedia Engineering. Volume 65

ISBN

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ISSN

1877-7058

e-ISSN

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Počet stran výsledku

6

Strana od-do

411-416

Název nakladatele

Elsevier

Místo vydání

SAN DIEGO

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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