Non-linear approaches to the response of brick masonry wall to lateral loading

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27200%2F18%3A10238429" target="_blank" >RIV/61989100:27200/18:10238429 - isvavai.cz</a>

Výsledek na webu

<a href="http://www.geomatejournal.com/node/905" target="_blank" >http://www.geomatejournal.com/node/905</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.21660/2018.42.7174" target="_blank" >10.21660/2018.42.7174</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Non-linear approaches to the response of brick masonry wall to lateral loading

Popis výsledku v původním jazyce

The response of brick masonry wall subjected to lateral loading is presented in this paper. Modelling and analysis of masonry seems to be complicated due to two-component material with different properties and dimensions. Out-of-plane loading adds another issue to be solved. Therefore, it is necessary to perform a calibration to evaluate the dynamic properties of the structure. The response of the finite element model is improved by predicting the parameter by performing a non-linear structural analysis. The deformations obtained numerically were compared to that of experimental observations. The experiments were carried out in one of the experimental galleries in the limestone pit. The study deals with the response of the masonry separating walls at various thicknesses, mechanical properties or loading. This contribution compares the effect of variability of particular parameters to the response of the walls. The results could be used for explosion prevention and protection; masonry buildings are taking into account considering the danger of explosion of natural gas or other items. For favourable design or assessment of masonry wall exposed to the out-of-plane load, which involves also explosion, it is possible to calculate the structure using some finite element model.

Název v anglickém jazyce

Non-linear approaches to the response of brick masonry wall to lateral loading

Popis výsledku anglicky

The response of brick masonry wall subjected to lateral loading is presented in this paper. Modelling and analysis of masonry seems to be complicated due to two-component material with different properties and dimensions. Out-of-plane loading adds another issue to be solved. Therefore, it is necessary to perform a calibration to evaluate the dynamic properties of the structure. The response of the finite element model is improved by predicting the parameter by performing a non-linear structural analysis. The deformations obtained numerically were compared to that of experimental observations. The experiments were carried out in one of the experimental galleries in the limestone pit. The study deals with the response of the masonry separating walls at various thicknesses, mechanical properties or loading. This contribution compares the effect of variability of particular parameters to the response of the walls. The results could be used for explosion prevention and protection; masonry buildings are taking into account considering the danger of explosion of natural gas or other items. For favourable design or assessment of masonry wall exposed to the out-of-plane load, which involves also explosion, it is possible to calculate the structure using some finite element model.

Druh

J_imp - Článek v periodiku v databázi Web of Science

CEP obor

—

OECD FORD obor

20102 - Construction engineering, Municipal and structural engineering

Projekt

<a href="/cs/project/VI20152019047" target="_blank" >VI20152019047: Vývoj záchranných destrukčních náloží pro likvidaci staticky narušených budov</a><br>

Návaznosti

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

Rok uplatnění

2018

Kód důvěrnosti údajů

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

Název periodika

International Journal of GEOMATE

ISSN

2186-2982

e-ISSN

—

Svazek periodika

14

Číslo periodika v rámci svazku

42

Stát vydavatele periodika

JP - Japonsko

Počet stran výsledku

7

Strana od-do

76-82

Kód UT WoS článku

000429528700013

EID výsledku v databázi Scopus

2-s2.0-85040939202