Strength Assessment of Historic Brick Masonry

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F16%3A00232467" target="_blank" >RIV/68407700:21110/16:00232467 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/68407700:21610/16:00232467

Výsledek na webu

<a href="http://dx.doi.org/10.3846/13923730.2014.914087" target="_blank" >http://dx.doi.org/10.3846/13923730.2014.914087</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.3846/13923730.2014.914087" target="_blank" >10.3846/13923730.2014.914087</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Strength Assessment of Historic Brick Masonry

Popis výsledku v původním jazyce

The identification of residual service life of a structure is an exceptionally demanding task in the case of reconstructed or newly modernised buildings. The identification of residual service life requires the study and knowledge of the mutual interaction of a building with its external environment, in particular, the time variable effects and impacts which lead to degradation processes and phenomena affecting and, in the absolute majority of cases, degrading the physical, mechanical and other properties of materials and structures. The article presents the results of in-situ and laboratory research of strength parameters of masonry from the start of the 20th century applying destructive and non-destructive tests. Besides, a probabilistic model and a procedure for the determination of masonry strength are described. It appears that the probabilistic approach leads to a design value by ca 5% higher than the deterministic approach.

Název v anglickém jazyce

Strength Assessment of Historic Brick Masonry

Popis výsledku anglicky

The identification of residual service life of a structure is an exceptionally demanding task in the case of reconstructed or newly modernised buildings. The identification of residual service life requires the study and knowledge of the mutual interaction of a building with its external environment, in particular, the time variable effects and impacts which lead to degradation processes and phenomena affecting and, in the absolute majority of cases, degrading the physical, mechanical and other properties of materials and structures. The article presents the results of in-situ and laboratory research of strength parameters of masonry from the start of the 20th century applying destructive and non-destructive tests. Besides, a probabilistic model and a procedure for the determination of masonry strength are described. It appears that the probabilistic approach leads to a design value by ca 5% higher than the deterministic approach.

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

AL - Umění, architektura, kulturní dědictví

OECD FORD obor

—

Projekt

<a href="/cs/project/DF12P01OVV040" target="_blank" >DF12P01OVV040: Hodnocení bezpečnosti a životnosti staveb industriálního dědictví</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2016

Kód důvěrnosti údajů

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

Název periodika

Journal of Civil Engineering and Management

ISSN

1392-3730

e-ISSN

—

Svazek periodika

22

Číslo periodika v rámci svazku

2

Stát vydavatele periodika

LT - Litevská republika

Počet stran výsledku

10

Strana od-do

224-233

Kód UT WoS článku

000372027700009

EID výsledku v databázi Scopus

2-s2.0-84960804524