Experimental Research into Dynamic Properties of Non-Reinforced and FRP Reinforced Masonry Barrel Vaults

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F18%3A00328259" target="_blank" >RIV/68407700:21110/18:00328259 - isvavai.cz</a>

Výsledek na webu

<a href="http://www.iifc.org/wp-content/uploads/2010/06/CICE2018_Proceeding_Part2.pdf" target="_blank" >http://www.iifc.org/wp-content/uploads/2010/06/CICE2018_Proceeding_Part2.pdf</a>

DOI - Digital Object Identifier

—

Jazyk výsledku

angličtina

Název v původním jazyce

Experimental Research into Dynamic Properties of Non-Reinforced and FRP Reinforced Masonry Barrel Vaults

Popis výsledku v původním jazyce

The analysis of dynamic behaviour of vaults of historic buildings and the results of dynamic loading is the objective basis for identifying and locating faults and evaluating the operability and structural reliability of vaulted structures of historic buildings. Experimental results are an important basis not only for the numerical modelling and subsequent validation of the computational model, but are also an important source of information for selecting an effective remediation method of the vaulted structure. The results are of utmost importance especially for the vaults of historic buildings located in seismically active areas, or in areas with intensive technical and induced seismicity (mining, quarrying, transport). The paper presents the results of experimental research (performed on vaults with a span of 3 m and a height 0.75 m) and theoretical analysis of the behaviour of unreinforced and FRP reinforced segmental masonry barrel vaults and their failure mechanism under the effect of vertical monotonously rising loading and dynamic loading in the horizontal and vertical directions.

Název v anglickém jazyce

Experimental Research into Dynamic Properties of Non-Reinforced and FRP Reinforced Masonry Barrel Vaults

Popis výsledku anglicky

The analysis of dynamic behaviour of vaults of historic buildings and the results of dynamic loading is the objective basis for identifying and locating faults and evaluating the operability and structural reliability of vaulted structures of historic buildings. Experimental results are an important basis not only for the numerical modelling and subsequent validation of the computational model, but are also an important source of information for selecting an effective remediation method of the vaulted structure. The results are of utmost importance especially for the vaults of historic buildings located in seismically active areas, or in areas with intensive technical and induced seismicity (mining, quarrying, transport). The paper presents the results of experimental research (performed on vaults with a span of 3 m and a height 0.75 m) and theoretical analysis of the behaviour of unreinforced and FRP reinforced segmental masonry barrel vaults and their failure mechanism under the effect of vertical monotonously rising loading and dynamic loading in the horizontal and vertical directions.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20103 - Architecture engineering

Projekt

<a href="/cs/project/DG16P02M055" target="_blank" >DG16P02M055: Vývoj a výzkum materiálů, postupů a technologií pro restaurování, konzervaci a zpevňování historických zděných konstrukcí a povrchů a systémů preventivní ochrany historických a památkově chráněných objektů ohrožených antropogenními a přírodními riziky</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 statě ve sborníku

Proceedings of CICE 2018 – 9th International Konference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering

ISBN

9780000000002

ISSN

—

e-ISSN

—

Počet stran výsledku

8

Strana od-do

146-153

Název nakladatele

International Institute for FRP in Construction (IIFC)

Místo vydání

Kingston, Ontario

Místo konání akce

Paříž

Datum konání akce

17. 7. 2019

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

—