bibtype J - Journal Article
ARLID 0571296
utime 20240903120718.4
mtime 20230502235959.9
SCOPUS 85147937156
WOS 000932935000001
DOI 10.3390/rs15030837
title (primary) (eng) Accuracy Analysis and Appropriate Strategy for Determining Dynamic and Quasi-Static Bridge Structural Response Using Simultaneous Measurements with Two Real Aperture Ground-Based Radars
specification
page_count 34 s.
media_type E
serial
ARLID cav_un_epca*0393786
ISSN 2072-4292
title Remote Sensing
volume_id 15
publisher
name MDPI
keyword bridge monitoring
keyword interferometric radar
keyword interferometric radar
keyword GB-RAR
keyword remote measurements
keyword dynamic vertical and horizontal displacements
keyword measurement accuracy analysis
author (primary)
ARLID cav_un_auth*0449464
name1 Talich
name2 Milan
institution UTIA-B
full_dept (cz) Zpracování obrazové informace
full_dept (eng) Department of Image Processing
department (cz) ZOI
department (eng) ZOI
country CZ
garant A
fullinstit Ústav teorie informace a automatizace AV ČR, v. v. i.
author
ARLID cav_un_auth*0284556
name1 Havrlant
name2 Jan
institution UTIA-B
full_dept (cz) Zpracování obrazové informace
full_dept Department of Image Processing
department (cz) ZOI
department ZOI
full_dept Department of Image Processing
country CZ
fullinstit Ústav teorie informace a automatizace AV ČR, v. v. i.
author
ARLID cav_un_auth*0101199
name1 Soukup
name2 Lubomír
institution UTIA-B
full_dept (cz) Zpracování obrazové informace
full_dept Department of Image Processing
department (cz) ZOI
department ZOI
full_dept Department of Image Processing
fullinstit Ústav teorie informace a automatizace AV ČR, v. v. i.
author
ARLID cav_un_auth*0293500
name1 Plachý
name2 T.
country CZ
author
ARLID cav_un_auth*0438829
name1 Polák
name2 M.
country CZ
author
ARLID cav_un_auth*0290378
name1 Antoš
name2 Filip
institution UTIA-B
full_dept (cz) Zpracování obrazové informace
full_dept Department of Image Processing
department (cz) ZOI
department ZOI
full_dept Department of Image Processing
country CZ
fullinstit Ústav teorie informace a automatizace AV ČR, v. v. i.
author
ARLID cav_un_auth*0438830
name1 Ryjáček
name2 P.
country CZ
author
ARLID cav_un_auth*0447649
name1 Stančík
name2 V.
country CZ
source
source_type PDF
source_size 25.6 MB
url http://library.utia.cas.cz/separaty/2023/ZOI/soukup-0571296.pdf
source
url https://www.mdpi.com/2072-4292/15/3/837
cas_special
project
project_id VI20192022167
agency GA MV
country CZ
ARLID cav_un_auth*0385139
abstract (eng) Advanced application of ground-based radar interferometry to monitoring of bridges is presented. Using two IBIS-FS interferometric radars, simultaneous determination of vertical and longitudinal displacements of a bridge is possible. The aim of the article is to establish a suitable strategy for determining dynamic and quasi-static response of bridge structures based on the accuracy analysis of measurement by two radars. The necessary theory for displacements determination by means of two radar devices is presented. This is followed by an analysis of errors when measuring with only one radar. Mathematical formulas for accuracy estimation of the resulting displacements obtained by simultaneous measurement with two radars are derived here for the first time in the literature. Practical field examples of bridge structures displacements determination are presented. The key contribution of the paper consists in possibility to estimate the accuracy of the resulting displacements in advance and to plan the achievable accuracy in future measurement.
result_subspec WOS
RIV AQ
FORD0 30000
FORD1 30300
FORD2 30305
reportyear 2024
num_of_auth 8
inst_support RVO:67985556
permalink https://hdl.handle.net/11104/0342556
cooperation
ARLID cav_un_auth*0449472
name ČVUT Praha, Fakulta stavební
institution FSv ČVUT
country CZ
confidential S
contract
name Smlouva o využití výsledků dosažených při řešení projektu výzkumu a vývoje, č. sm. 01/21
date 20210324
article_num 837
mrcbC91 A
mrcbT16-e ENVIRONMENTALSCIENCES|GEOSCIENCESMULTIDISCIPLINARY|IMAGINGSCIENCEPHOTOGRAPHICTECHNOLOGY|REMOTESENSING
mrcbT16-j 0.877
mrcbT16-D Q2
arlyear 2023
mrcbU14 85147937156 SCOPUS
mrcbU24 PUBMED
mrcbU34 000932935000001 WOS
mrcbU56 PDF 25.6 MB
mrcbU63 cav_un_epca*0393786 Remote Sensing 2072-4292 2072-4292 Roč. 15 č. 3 2023 MDPI ONLINE