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<bibitem type="J">   <ARLID>0571296</ARLID> <utime>20240903120718.4</utime><mtime>20230502235959.9</mtime>   <SCOPUS>85147937156</SCOPUS> <WOS>000932935000001</WOS>  <DOI>10.3390/rs15030837</DOI>           <title language="eng" primary="1">Accuracy Analysis and Appropriate Strategy for Determining Dynamic and Quasi-Static Bridge Structural Response Using Simultaneous Measurements with Two Real Aperture Ground-Based Radars</title>  <specification> <page_count>34 s.</page_count> <media_type>E</media_type> </specification>   <serial><ARLID>cav_un_epca*0393786</ARLID><ISSN>2072-4292</ISSN><title>Remote Sensing</title><part_num/><part_title/><volume_id>15</volume_id><volume/><publisher><place/><name>MDPI</name><year/></publisher></serial>    <keyword>bridge monitoring</keyword>   <keyword>interferometric radar</keyword>   <keyword>interferometric radar</keyword>   <keyword>GB-RAR</keyword>   <keyword>remote measurements</keyword>   <keyword>dynamic vertical and horizontal displacements</keyword>   <keyword>measurement accuracy analysis</keyword>    <author primary="1"> <ARLID>cav_un_auth*0449464</ARLID> <name1>Talich</name1> <name2>Milan</name2> <institution>UTIA-B</institution> <full_dept language="cz">Zpracování obrazové informace</full_dept> <full_dept language="eng">Department of Image Processing</full_dept> <department language="cz">ZOI</department> <department language="eng">ZOI</department> <country>CZ</country>  <garant>A</garant> <fullinstit>Ústav teorie informace a automatizace AV ČR, v. v. i.</fullinstit> </author> <author primary="0"> <ARLID>cav_un_auth*0284556</ARLID> <name1>Havrlant</name1> <name2>Jan</name2> <institution>UTIA-B</institution> <full_dept language="cz">Zpracování obrazové informace</full_dept> <full_dept>Department of Image Processing</full_dept> <department language="cz">ZOI</department> <department>ZOI</department> <full_dept>Department of Image Processing</full_dept> <country>CZ</country> <fullinstit>Ústav teorie informace a automatizace AV ČR, v. v. i.</fullinstit> </author> <author primary="0"> <ARLID>cav_un_auth*0101199</ARLID> <name1>Soukup</name1> <name2>Lubomír</name2> <institution>UTIA-B</institution> <full_dept language="cz">Zpracování obrazové informace</full_dept> <full_dept>Department of Image Processing</full_dept> <department language="cz">ZOI</department> <department>ZOI</department> <full_dept>Department of Image Processing</full_dept> <fullinstit>Ústav teorie informace a automatizace AV ČR, v. v. i.</fullinstit> </author> <author primary="0"> <ARLID>cav_un_auth*0293500</ARLID> <name1>Plachý</name1> <name2>T.</name2> <country>CZ</country> </author> <author primary="0"> <ARLID>cav_un_auth*0438829</ARLID> <name1>Polák</name1> <name2>M.</name2> <country>CZ</country> </author> <author primary="0"> <ARLID>cav_un_auth*0290378</ARLID> <name1>Antoš</name1> <name2>Filip</name2> <institution>UTIA-B</institution> <full_dept language="cz">Zpracování obrazové informace</full_dept> <full_dept>Department of Image Processing</full_dept> <department language="cz">ZOI</department> <department>ZOI</department> <full_dept>Department of Image Processing</full_dept> <country>CZ</country> <fullinstit>Ústav teorie informace a automatizace AV ČR, v. v. i.</fullinstit> </author> <author primary="0"> <ARLID>cav_un_auth*0438830</ARLID> <name1>Ryjáček</name1> <name2>P.</name2> <country>CZ</country> </author> <author primary="0"> <ARLID>cav_un_auth*0447649</ARLID> <name1>Stančík</name1> <name2>V.</name2> <country>CZ</country> </author>   <source> <source_type>PDF</source_type> <source_size>25.6 MB</source_size> <url>http://library.utia.cas.cz/separaty/2023/ZOI/soukup-0571296.pdf</url> </source> <source> <url>https://www.mdpi.com/2072-4292/15/3/837</url>  </source>        <cas_special> <project> <project_id>VI20192022167</project_id> <agency>GA MV</agency> <country>CZ</country> <ARLID>cav_un_auth*0385139</ARLID> </project>  <abstract language="eng" primary="1">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.</abstract>     <result_subspec>WOS</result_subspec> <RIV>AQ</RIV> <FORD0>30000</FORD0> <FORD1>30300</FORD1> <FORD2>30305</FORD2>    <reportyear>2024</reportyear>      <num_of_auth>8</num_of_auth>  <inst_support> RVO:67985556 </inst_support>  <permalink>https://hdl.handle.net/11104/0342556</permalink>  <cooperation> <ARLID>cav_un_auth*0449472</ARLID> <name>ČVUT Praha, Fakulta stavební</name> <institution>FSv ČVUT</institution> <country>CZ</country> </cooperation>  <confidential>S</confidential>  <contract> <name>Smlouva o využití výsledků dosažených při řešení projektu výzkumu a vývoje, č. sm. 01/21</name> <date>20210324</date> </contract> <article_num> 837 </article_num> <unknown tag="mrcbC86"> Article Environmental Sciences|Geosciences Multidisciplinary|Remote Sensing|Imaging Science Photographic Technology </unknown> <unknown tag="mrcbC91"> A </unknown>         <unknown tag="mrcbT16-e">IMAGINGSCIENCE&amp;PHOTOGRAPHICTECHNOLOGY|REMOTESENSING|GEOSCIENCES.MULTIDISCIPLINARY|ENVIRONMENTALSCIENCES</unknown> <unknown tag="mrcbT16-f">4.9</unknown> <unknown tag="mrcbT16-g">1</unknown> <unknown tag="mrcbT16-h">3.4</unknown> <unknown tag="mrcbT16-i">0.1496</unknown> <unknown tag="mrcbT16-j">0.877</unknown> <unknown tag="mrcbT16-k">128865</unknown> <unknown tag="mrcbT16-q">217</unknown> <unknown tag="mrcbT16-s">1.091</unknown> <unknown tag="mrcbT16-y">56.7</unknown> <unknown tag="mrcbT16-x">4.64</unknown> <unknown tag="mrcbT16-3">81611</unknown> <unknown tag="mrcbT16-4">Q1</unknown> <unknown tag="mrcbT16-5">3.200</unknown> <unknown tag="mrcbT16-6">5700</unknown> <unknown tag="mrcbT16-7">Q1</unknown> <unknown tag="mrcbT16-C">76.3</unknown> <unknown tag="mrcbT16-D">Q2</unknown> <unknown tag="mrcbT16-E">Q1</unknown> <unknown tag="mrcbT16-M">0.97</unknown> <unknown tag="mrcbT16-N">Q1</unknown> <unknown tag="mrcbT16-P">86.8</unknown> <arlyear>2023</arlyear>       <unknown tag="mrcbU14"> 85147937156 SCOPUS </unknown> <unknown tag="mrcbU24"> PUBMED </unknown> <unknown tag="mrcbU34"> 000932935000001 WOS </unknown> <unknown tag="mrcbU56"> PDF 25.6 MB </unknown> <unknown tag="mrcbU63"> cav_un_epca*0393786 Remote Sensing 2072-4292 2072-4292 Roč. 15 č. 3 2023 MDPI ONLINE </unknown> </cas_special> </bibitem>