Exploration of the Charles bridge in Prague by GPR and TLS technology

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F16%3A00304449" target="_blank" >RIV/68407700:21110/16:00304449 - isvavai.cz</a>

Výsledek na webu

<a href="http://www.itpb.eu/index.php/ct-menu-item-3/14-engineering/406-11-cislo-clanok-50" target="_blank" >http://www.itpb.eu/index.php/ct-menu-item-3/14-engineering/406-11-cislo-clanok-50</a>

DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Exploration of the Charles bridge in Prague by GPR and TLS technology

Popis výsledku v původním jazyce

Currently, there is a number of non-invasive techniques that open up new possibilities of expanding the constructional and historical survey of architectural monuments, including stone structures. Documentation of the objects and their historical development can be extended to a non-destructive survey of internal object parts and monitoring of their conditions. Non-invasive methods can be used to identify priorities and to prepare documents for the restoration and reconstruction of the object. Combination of several methods seems to be very useful in this case. In proposed article a deformation of two arches of the Charles Bridge in Prague using terrestrial laser scanning (TLS) and photogrammetry is described. As a non-destructive method GPR (ground penetrating radar) for internal structures monitoring is shown. Results from the on-site measurements and measurement analysis are the major themes of this paper.

Název v anglickém jazyce

Exploration of the Charles bridge in Prague by GPR and TLS technology

Popis výsledku anglicky

Currently, there is a number of non-invasive techniques that open up new possibilities of expanding the constructional and historical survey of architectural monuments, including stone structures. Documentation of the objects and their historical development can be extended to a non-destructive survey of internal object parts and monitoring of their conditions. Non-invasive methods can be used to identify priorities and to prepare documents for the restoration and reconstruction of the object. Combination of several methods seems to be very useful in this case. In proposed article a deformation of two arches of the Charles Bridge in Prague using terrestrial laser scanning (TLS) and photogrammetry is described. As a non-destructive method GPR (ground penetrating radar) for internal structures monitoring is shown. Results from the on-site measurements and measurement analysis are the major themes of this paper.

Druh

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

CEP obor

IN - Informatika

OECD FORD obor

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Projekt

<a href="/cs/project/DF13P01OVV002" target="_blank" >DF13P01OVV002: Nové moderní metody neinvazního průzkumu památkových objektů</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

Interdisciplinarity in Theory and Practice

ISSN

2344-2409

e-ISSN

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Svazek periodika

2016

Číslo periodika v rámci svazku

11

Stát vydavatele periodika

RO - Rumunsko

Počet stran výsledku

5

Strana od-do

264-268

Kód UT WoS článku

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EID výsledku v databázi Scopus

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