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  <doc>
    <id>51983</id>
    <completedYear/>
    <publishedYear>2020</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>08006</pageFirst>
    <pageLast/>
    <pageNumber/>
    <edition/>
    <issue>1A</issue>
    <volume>58</volume>
    <type>article</type>
    <publisherName>IOP Science</publisherName>
    <publisherPlace>Cambridge</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">CCQM-K143 Comparison of Copper Calibration Solutions Prepared by NMIs/DIs</title>
    <abstract language="eng">CCQM-K143 is a key comparison that assesses participants’ ability to prepare single element calibration solutions. Preparing calibration solutions properly is the cornerstone of establishing a traceability link to the International System of Units (SI), and therefore should be tested in order to confirm the validity of CCQM comparisons of more complex materials. CCQM-K143 consisted of participants each preparing a single copper calibration solution at 10 g/kg copper mass fraction and shipping 10 bottled aliquots of that solution to the coordinating laboratory, the National Institute of Standards and Technology (NIST). The masses and mass fraction for the prepared solutions were documented with the submitted samples.&#13;
The solutions prepared by all participants were measured at NIST by high performance inductively coupled plasma optical emission spectroscopy (HP-ICP-OES). The intensity measurements for copper were not mapped onto values of mass fraction via calibration. Instead, ratios were computed between the measurements for copper and simultaneous measurements for manganese, the internal standard, and all subsequent data reductions, including the computation of the KCRV and the degrees of equivalence, were based on these ratios. Other than for two participants whose measurement results appeared to suffer&#13;
from calculation or preparation errors, all unilateral degrees of equivalence showed that the measured values did not differ significantly from the KCRV. These results were confirmed by a second set of ICP-OES measurements performed by the Physikalisch-Technische Bundesanstalt (PTB). CCQM-K143 showed that participants are capable of preparing calibration solutions starting from high purity, assayed copper metal.&#13;
Similar steps are involved when preparing solutions for other elements, so it seems safe to infer that similar capabilities should prevail when preparing many different, single-element solutions.</abstract>
    <parentTitle language="eng">Metrologia</parentTitle>
    <identifier type="doi">10.1088/0026-1394/58/1A/08006</identifier>
    <identifier type="issn">0026-1394</identifier>
    <enrichment key="date_peer_review">30.12.2021</enrichment>
    <author>J. L. Molloy</author>
    <author>M. R. Winchester</author>
    <author>T. A. Butler</author>
    <author>A. M. Possolo</author>
    <author>O. Rienitz</author>
    <author>A. Roethke</author>
    <author>V. Goerlitz</author>
    <author>R. Caciano de Sena</author>
    <author>M. Dominguez Almeida</author>
    <author>L. Yang</author>
    <author>B. Methven</author>
    <author>K. Nadeau</author>
    <author>P. Romero Arancibia</author>
    <author>W. Bing</author>
    <author>Z. Tao</author>
    <author>J. Snell</author>
    <author>Jochen Vogl</author>
    <author>Maren Koenig</author>
    <author>R. K. Kotnala</author>
    <author>S. Swarupa Tripathy</author>
    <author>C. Elishian</author>
    <author>R. Ketrin</author>
    <author>T. Suzuki</author>
    <author>T. Oduor Okumu</author>
    <author>Y.-H. Yim</author>
    <author>S. W. Heo</author>
    <author>H. S. Min</author>
    <author>M. Sub Han</author>
    <author>Y. Lim</author>
    <author>J. Velina Lara Manzano</author>
    <author>F. Segoviano Regalado</author>
    <author>M. Arvizu Torres</author>
    <author>E. Valle Moya</author>
    <author>M. Buzoianu</author>
    <author>A. Sobina</author>
    <author>V. Zyskin</author>
    <author>E. Sobina</author>
    <author>P. Migal</author>
    <author>M. Linsky</author>
    <author>S. Z. Can</author>
    <author>B. Ari</author>
    <author>H. Goenaga Infante</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Metrology</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Primary calibration solution</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Traceability</value>
    </subject>
    <collection role="ddc" number="543">Analytische Chemie</collection>
    <collection role="institutes" number="">1 Analytische Chemie; Referenzmaterialien</collection>
    <collection role="institutes" number="">1.1 Anorganische Spurenanalytik</collection>
    <collection role="themenfelder" number="">Chemie und Prozesstechnik</collection>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>46650</id>
    <completedYear/>
    <publishedYear>2018</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>86008-1</pageFirst>
    <pageLast>86008-6</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>conferenceobject</type>
    <publisherName>ASME</publisherName>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Commidities and rail damage</title>
    <abstract language="eng">A roll-plane simplified model, representing the suspended body-cargo of a railway car, was developed to simulate thedynamic response of a railway car while subjectedto lateral acceleration derived from its traveling along curved tracks. The model provides the means to calculate the suspension forces, which are supposed to be transmitted to the bogie´s wheelset. For the analysis of the potential effect of such forces on the railway fatigue life, different performance measures were considered, under different concepts. A family of curves were produced to analyze the effect of the height of the center of gravity of the body-cargo system, on the different performance measures. The resultingdiagramswereused to assess the rail damage potentials offour different railway cars. Results suggest that the height of the center of gravity, associated to the different types of railway cars, nonlinearly and strongly affects the fatigue lifeof the rail, with the double stack car being the moreinfrastructure-aggressive. In this respect, experimental evidence should be provided about such remarkable effects, so as to supportsome operational recommendationsthat shouldbe taken to mitigate these effects, including, for example, the regulation of the traveling speed of some vehicles.</abstract>
    <parentTitle language="eng">Proceedings of the ASME 2018 International Mechanical Engineering Congress and Exposition</parentTitle>
    <enrichment key="eventName">IMECE 2018 International Mechanical Engineering Congress and Exposition</enrichment>
    <enrichment key="eventPlace">Pittsburgh, PA, USA</enrichment>
    <enrichment key="eventStart">09.11.2018</enrichment>
    <enrichment key="eventEnd">15.11.2018</enrichment>
    <enrichment key="date_peer_review">23.05.2019</enrichment>
    <author>José A. Romero-Navarrete</author>
    <author>Frank Otremba</author>
    <author>A. A. Lozano -Guzmán</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Commidities</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Rail</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Damage</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
    <collection role="literaturgattung" number="">Graue Literatur</collection>
  </doc>
  <doc>
    <id>43400</id>
    <completedYear/>
    <publishedYear>2017</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>329</pageFirst>
    <pageLast>334</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>conferenceobject</type>
    <publisherName/>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">An active acceleration system to mitigate/avoid underride rear-end crashes</title>
    <abstract language="eng">Rear-end crashes involving heavy trucks as the leading vehicle, and cars as the impact vehicle, cause many deaths and permanent injuries to car´s occupants. Measures have been thus taken in the trucks to prevent underride crashes, including the mounting of stiffer underride guards, set at car´s bumper height. In this respect, an active acceleration system(AAS), installed in the truck, could also contribute to mitigate the effects of These crashes, through the decrease of the relative Speed of the vehicles at the instant of the crash. In this paper, an AAS system is proposed, under the principles of ultrasonic sensors and an actuator for the truck´s accelerator mechanism. Simulation results of the operation of this AAS system, suggest that such a system could decrease the relative impact speed around 8% for an initial relative speed of 10 m/s.</abstract>
    <parentTitle language="eng">Conference Proceedings</parentTitle>
    <identifier type="isbn">978-1-5386-2601-6</identifier>
    <enrichment key="eventName">2017 International Conference on Advanced Mechatronic Systems</enrichment>
    <enrichment key="eventPlace">Xiamen, China</enrichment>
    <enrichment key="eventStart">06.12.2017</enrichment>
    <enrichment key="eventEnd">09.12.2017</enrichment>
    <enrichment key="date_peer_review">13.12.2018</enrichment>
    <author>José A. Romero-Navarrete</author>
    <author>A. A. Lozano Guzmán</author>
    <author>Frank Otremba</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Mitigate</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Avoid</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Rear-end crashes</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
    <collection role="literaturgattung" number="">Graue Literatur</collection>
  </doc>
  <doc>
    <id>53101</id>
    <completedYear/>
    <publishedYear>2021</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>435</pageFirst>
    <pageLast>454</pageLast>
    <pageNumber/>
    <edition/>
    <issue>3</issue>
    <volume>28</volume>
    <type>article</type>
    <publisherName/>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Experimental-theoretical modelling of the lateral sloshing in rail tankers</title>
    <abstract language="eng">The objective of this paper is to describe and to validate a simplified pendulum-analogy model to simulate the interaction of a liquid cargo with ist carrying vehicle. The resulting testing rig consists of a rectangular container, spring supported on a two wheelset-bogie having a scale down of 1/10 with respect to a full-size equipment. The testing rig is used to validate a simple pendulum-based, simplified three degree-of-freedom mathematical model of the response of a partially filled container to lateral accelerations. The length of the pendulum is set according to validated  methodologies. The resulting mathematical scheme reveals a high correlation with the experimental output, on the order of 99%, while some other performance measures, related to the peak forces and the range of variation of the wheel-rail forces, also show good concordance with the experimental results.</abstract>
    <parentTitle language="eng">International Journal of Heavy Vehicle Systems</parentTitle>
    <identifier type="doi">10.1504/ijhvs.2021.117504</identifier>
    <enrichment key="opus.source">publish</enrichment>
    <enrichment key="date_peer_review">27.09.2021</enrichment>
    <author>J. A. Romero Navarrete</author>
    <author>Frank Otremba</author>
    <author>A. A. Lozano Guzmán</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Sloshing</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Rail tankers</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Pendulum analogy</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Experimental modelling</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Mechanical fatigue</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="">3 Gefahrgutumschließungen; Energiespeicher</collection>
    <collection role="institutes" number="">3.2 Sicherheit von Energiespeichern</collection>
    <collection role="themenfelder" number="">Infrastruktur</collection>
    <collection role="themenfelder" number="">Fire Science</collection>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>56016</id>
    <completedYear/>
    <publishedYear>2022</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>213</pageFirst>
    <pageLast>226</pageLast>
    <pageNumber/>
    <edition/>
    <issue>3</issue>
    <volume>29</volume>
    <type>article</type>
    <publisherName>Inderscience Enterprises</publisherName>
    <publisherPlace>Geneva</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Liquid cargo effect on load transfer under orthogonal accelerations</title>
    <abstract language="eng">A methodology is proposed for the experimental analysis of the liquid cargo effect under combined orthogonal accelerations. To simultaneously subject the vehicle-cargo system to longitudinal and lateral accelerations, the vehicle is set obliquely on a tilt table. The experimental outputs suggest that there is a significant effect of the liquid cargo on the lateral load transfer ratio (LTR), on the order of 20%, which is attributable to the resulting shifting of the liquid cargo’s centre of gravity. That is, the peak LTR values due exclusively to sloshing were not significant, in such a way that the liquid cargo would only pose a safety risk under a steady acceleration input.&#13;
Also, the inverse of the product of the magnitude of the acceleration times the free surface length, correlates with the liquid cargo effect. That is, the magnitude of the input acceleration is not fully determinant for greater load transfers.</abstract>
    <parentTitle language="eng">International journal of heavy vehicle systems</parentTitle>
    <identifier type="doi">10.1504/ijhvs.2022.127011</identifier>
    <identifier type="issn">1744-232X</identifier>
    <enrichment key="opus.source">publish</enrichment>
    <enrichment key="date_peer_review">12.12.2022</enrichment>
    <author>J. A. Romero Navarrete</author>
    <author>Frank Otremba</author>
    <author>A. A. Lozano Guzmán</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Sloshing</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Liquid cargo</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Cargo shifting</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Lateral load transfer</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Braking in a turn manoeuvre</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Experimental methods</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Transport safety</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="">3 Gefahrgutumschließungen; Energiespeicher</collection>
    <collection role="institutes" number="">3.2 Sicherheit von Energiespeichern</collection>
    <collection role="themenfelder" number="">Infrastruktur</collection>
    <collection role="themenfelder" number="">Fire Science</collection>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>60827</id>
    <completedYear/>
    <publishedYear>2024</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>1</pageFirst>
    <pageLast>17</pageLast>
    <pageNumber/>
    <edition/>
    <issue>1</issue>
    <volume>15</volume>
    <type>article</type>
    <publisherName>Springer Science and Business Media LLC</publisherName>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Genomic data provide insights into the classification of extant termites</title>
    <abstract language="eng">The higher classification of termites requires substantial revision as the Neoisoptera, the most diverse termite lineage, comprise many paraphyletic and polyphyletic higher taxa. Here, we produce an updated termite classification using genomic-scale analyses. We reconstruct phylogenies under diverse substitution models with ultraconserved elements analyzed as concatenated matrices or within the multi-species coalescence framework. Our classification is further supported by analyses controlling for rogue loci and taxa, and topological tests. We show that the Neoisoptera are composed of seven family-level monophyletic lineages, including the Heterotermitidae Froggatt, Psammotermitidae Holmgren, and Termitogetonidae Holmgren, raised from subfamilial rank. The species-rich Termitidae are composed of 18 subfamily-level monophyletic lineages, including the new subfamilies Crepititermitinae, Cylindrotermitinae, Forficulitermitinae, Neocapritermitinae, Protohamitermitinae, and Promirotermitinae; and the revived Amitermitinae Kemner, Microcerotermitinae Holmgren, and Mirocapritermitinae Kemner. Building an updated taxonomic classification on the foundation of unambiguously supported monophyletic lineages makes it highly resilient to potential destabilization caused by the future availability of novel phylogenetic markers and methods. The taxonomic stability is further guaranteed by the modularity of the new termite classification, designed to accommodate as-yet undescribed species with uncertain affinities to the herein delimited monophyletic lineages in the form of new families or subfamilies.</abstract>
    <parentTitle language="eng">Nature Communications</parentTitle>
    <identifier type="doi">10.1038/s41467-024-51028-y</identifier>
    <identifier type="urn">urn:nbn:de:kobv:b43-608276</identifier>
    <enrichment key="opus_doi_flag">true</enrichment>
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Cent."}],"container-title":["Nature Communications"],"original-title":[],"language":"en","link":[{"URL":"https:\/\/www.nature.com\/articles\/s41467-024-51028-y.pdf","content-type":"application\/pdf","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/www.nature.com\/articles\/s41467-024-51028-y","content-type":"text\/html","content-version":"vor","intended-application":"text-mining"},{"URL":"https:\/\/www.nature.com\/articles\/s41467-024-51028-y.pdf","content-type":"application\/pdf","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2024,8,7]],"date-time":"2024-08-07T19:03:50Z","timestamp":1723057430000},"score":1,"resource":{"primary":{"URL":"https:\/\/www.nature.com\/articles\/s41467-024-51028-y"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2024,8,7]]},"references-count":131,"journal-issue":{"issue":"1","published-online":{"date-parts":[[2024,12]]}},"alternative-id":["51028"],"URL":"http:\/\/dx.doi.org\/10.1038\/s41467-024-51028-y","relation":{},"ISSN":["2041-1723"],"issn-type":[{"value":"2041-1723","type":"electronic"}],"subject":[],"published":{"date-parts":[[2024,8,7]]},"assertion":[{"value":"5 October 2023","order":1,"name":"received","label":"Received","group":{"name":"ArticleHistory","label":"Article History"}},{"value":"26 July 2024","order":2,"name":"accepted","label":"Accepted","group":{"name":"ArticleHistory","label":"Article History"}},{"value":"7 August 2024","order":3,"name":"first_online","label":"First Online","group":{"name":"ArticleHistory","label":"Article History"}},{"value":"The authors declare no competing interests.","order":1,"name":"Ethics","group":{"name":"EthicsHeading","label":"Competing interests"}}],"article-number":"6724"}}</enrichment>
    <enrichment key="local_crossrefDocumentType">journal-article</enrichment>
    <enrichment key="opus.source">publish</enrichment>
    <enrichment key="date_peer_review">19.08.2024</enrichment>
    <licence>Creative Commons - CC BY-NC-ND - Namensnennung - Nicht kommerziell - Keine Bearbeitungen 4.0 International</licence>
    <author>S. Hellemans</author>
    <author>M. M. Rocha</author>
    <author>M. Wang</author>
    <author>J. Romero Arias</author>
    <author>D. K. Aanen</author>
    <author>A.-G. Bagnères</author>
    <author>A. Buček</author>
    <author>T. F. Carrijo</author>
    <author>T. Chouvenc</author>
    <author>C. Cuezzo</author>
    <author>J. P. Constantini</author>
    <author>R. Constantino</author>
    <author>F. Dedeine</author>
    <author>J. Deligne</author>
    <author>P. Eggleton</author>
    <author>T. A. Evans</author>
    <author>R. Hanus</author>
    <author>Mark C. Harrison</author>
    <author>M. Harry</author>
    <author>G. Josens</author>
    <author>C. Jouault</author>
    <author>C. M. Kalleshwaraswamy</author>
    <author>E. Kaymak</author>
    <author>J. Korb</author>
    <author>C.-Y. Lee</author>
    <author>F. Legendre</author>
    <author>H.-F. Li</author>
    <author>N. Lo</author>
    <author>T. Lu</author>
    <author>K. Matsuura</author>
    <author>K. Maekawa</author>
    <author>Dino Peter McMahon</author>
    <author>N. Mizumoto</author>
    <author>D. E. Oliveira</author>
    <author>M. Poulsen</author>
    <author>D. Sillam-Dussès</author>
    <author>N.-Y. Su</author>
    <author>G. Tokuda</author>
    <author>E. L. Vargo</author>
    <author>J. L. Ware</author>
    <author>J. Šobotník</author>
    <author>R. H. Scheffrahn</author>
    <author>E. Cancello</author>
    <author>Y. Roisin</author>
    <author>M. S. Engel</author>
    <author>T. Bourguignon</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Termite</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Taxonomy</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Evolution</value>
    </subject>
    <collection role="ddc" number="628">Sanitär- und Kommunaltechnik; Umwelttechnik</collection>
    <collection role="institutes" number="">4 Material und Umwelt</collection>
    <collection role="themenfelder" number="">Umwelt</collection>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei für die Öffentlichkeit verfügbar ("Open Access")</collection>
    <collection role="unnumberedseries" number="">Wissenschaftliche Artikel der BAM</collection>
    <collection role="institutes" number="">4.3 Molekulare und angewandte Entomologie</collection>
    <collection role="themenfelder" number="">Biokorrosion</collection>
    <thesisPublisher>Bundesanstalt für Materialforschung und -prüfung (BAM)</thesisPublisher>
    <file>https://opus4.kobv.de/opus4-bam/files/60827/s41467-024-51028-y.pdf</file>
  </doc>
  <doc>
    <id>31579</id>
    <completedYear/>
    <publishedYear>2014</publishedYear>
    <thesisYearAccepted/>
    <language>spa</language>
    <pageFirst>256</pageFirst>
    <pageLast>263</pageLast>
    <pageNumber/>
    <edition/>
    <issue>4</issue>
    <volume>30</volume>
    <type>article</type>
    <publisherName>Univ.</publisherName>
    <publisherPlace>Barcelona</publisherPlace>
    <creatingCorporation>Universitat Politécnica de Catalunya</creatingCorporation>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="spa">Respuesta dinámica de edificaciones producida por campos de ondas incidentes considerando la interacción suelo-estructura</title>
    <title language="eng">Building dynamic response due to incident wave field considering soil-structure interaction</title>
    <abstract language="spa">En este artículo se presentan 2 metodologías basadas en las formulaciones del Método de los Elementos de Contorno y del Método de los Elementos Finitos para estudiar el efecto de la interacción suelo-estructura en el comportamiento dinámico de edificaciones. Se ha estudiado la respuesta de un edificio de 3 plantas producida por un campo de ondas incidente con los 2 métodos propuestos. Los resultados obtenidos presentan un buen grado de acuerdo entre ellos. A partir de estos resultados se ha validado un modelo aproximado para estudiar este tipo de problemas y se han examinado diferentes tipologías de edificaciones. Las conclusiones alcanzadas muestran que la respuesta global de las estructuras se debe a la deformación de los forjados y depende de su superficie, de las condiciones de apoyo y del acoplamiento con los forjados de la misma planta. Del mismo modo, se ha observado un acoplamiento del comportamiento de pilares y forjados cuando las rigideces de ambos son similares.----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- This paper presents 2 methodologies based on the Boundary Element Method and the Finite Element Method to study soil-structure interaction effect on building behaviour. A 3-story building response induced by an incident wave field is studied using both methods. The results obtained show a good agreement. Then, a simplified model is validated from these methods and several buildings are analysed. Conclusions show that structural responses are due to floor deformation, and depend on their area, support conditions and coupling. A coupling between floors and columns when both elements have similar stiffness is also observed.</abstract>
    <parentTitle language="spa">Revista internacional de métodos numéricos para cálculo y diseño en ingeniería</parentTitle>
    <identifier type="old">34604</identifier>
    <identifier type="doi">10.1016/j.rimni.2013.09.001</identifier>
    <identifier type="issn">0213-1315</identifier>
    <enrichment key="date_peer_review">09.10.2014</enrichment>
    <author>Lutz Auersch</author>
    <author>A. Romero</author>
    <author>y P. Galvín</author>
    <subject>
      <language>spa</language>
      <type>uncontrolled</type>
      <value>Interacción dinámica suelo-estructura</value>
    </subject>
    <subject>
      <language>spa</language>
      <type>uncontrolled</type>
      <value>Resonancia en edificaciones</value>
    </subject>
    <subject>
      <language>spa</language>
      <type>uncontrolled</type>
      <value>Acoplamiento Método de los Elementos de Contorno-Método de los Elementos Finitos</value>
    </subject>
    <subject>
      <language>spa</language>
      <type>uncontrolled</type>
      <value>Dynamic soil-structure interaction</value>
    </subject>
    <subject>
      <language>spa</language>
      <type>uncontrolled</type>
      <value>Resonant response</value>
    </subject>
    <subject>
      <language>spa</language>
      <type>uncontrolled</type>
      <value>Boundary Element Method-Finite Element Method coupling</value>
    </subject>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>42957</id>
    <completedYear/>
    <publishedYear>2017</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>610</pageFirst>
    <pageLast>614</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume>II</volume>
    <type>conferenceobject</type>
    <publisherName/>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Modelling a partly filled road tanker during an emergency braking</title>
    <abstract language="eng">A simplified model, based upon physical principles, is proposed the simulate the effect of sloshing on the pressure developed in the tanker chambers. The model has been validated in good extent, with experimental data from full scale testing. The characteristic that mostly affects the pressure developed with the chambers of the tanker is the length of the chamber. While a reduction in this property could decrease the pressure developed within a given chamber, the analysis should take into account an overall approach, as a shortening of the individual chambers would influence the number of chambers necessary to carry a certain amount of product.  Consequently, the resulting model could be used to study different effects of the sloshing cargo on the carrying vehicles, including the length and position of the chambers along the tanker body.</abstract>
    <parentTitle language="eng">The World Congress on Engineering and Computer Science 2017</parentTitle>
    <identifier type="url">http://www.iaeng.org/publication/WCECS2017/</identifier>
    <identifier type="issn">2078-0958</identifier>
    <identifier type="isbn">978-988-14048-4-8</identifier>
    <enrichment key="eventName">WCECS 2017</enrichment>
    <enrichment key="eventPlace">San Francisco, CA, USA</enrichment>
    <enrichment key="eventStart">25.10.2017</enrichment>
    <enrichment key="eventEnd">27.10.2017</enrichment>
    <enrichment key="date_peer_review">18.01.2018</enrichment>
    <author>Frank Otremba</author>
    <author>José A. Romero-Navarrete</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Braking</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Emergency</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Tanker</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
    <collection role="literaturgattung" number="">Graue Literatur</collection>
  </doc>
  <doc>
    <id>42928</id>
    <completedYear/>
    <publishedYear>2017</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>Article UNSP V04AT05A063, 70488</pageFirst>
    <pageLast>70495</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume>4A</volume>
    <type>conferenceobject</type>
    <publisherName>ASME Press</publisherName>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Analysis of the capsizing of a tanker in the Rhine river</title>
    <abstract language="eng">A dynamic simulation model for a tanker ship along the Rhine River has been proposed, based on a simplified computational scheme, involving a two-degree-of-freedom roll plane multibody system, subjected to lateral accelerations estimated on the basis of measured data. The resulting equations of motion are solved through the transition matrix approach. The results suggest that many contributing factors were involved in the capsizing of the ship, including the relatively high speed of the river water and the meandering path of the infrastructure, further affected by dynamic effects derived from the behavior of the payload and from the steering maneuvers performed.</abstract>
    <parentTitle language="eng">Proceedings of the ASME 2017 International Mechanical Engineering Congress and Exposition</parentTitle>
    <identifier type="isbn">978-0-7918-5837-0</identifier>
    <enrichment key="eventName">ASME 2017 IMECE</enrichment>
    <enrichment key="eventPlace">Tampa, FL, USA</enrichment>
    <enrichment key="eventStart">03.11.2017</enrichment>
    <enrichment key="eventEnd">09.11.2017</enrichment>
    <enrichment key="date_peer_review">12.04.2018</enrichment>
    <author>Frank Otremba</author>
    <author>José A. Romero-Navarrete</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Capsizing</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Tanker</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Rhine river</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>44816</id>
    <completedYear/>
    <publishedYear>2018</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>1</pageFirst>
    <pageLast>6</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>conferenceobject</type>
    <publisherName>ASME</publisherName>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">A testing rig to study vehicle-track interaction during turning</title>
    <abstract language="eng">A testing rig for the measurement of the dynamic loads on the rails due to cargo sloshing,has been proposedin this paper. The system represents a scale-down approach that simulates astraightening maneuver of the railway car after negotiating a turn. As part of the experimental effort, a mathematical model was developed that, oncevalidated, will provide more insights about the potential effect of many other cardesign factors, on the level of stress developed in the raildue to the sloshing cargo.A fundamental output from the testing, will be the objective comparison between the railloads due toa sloshing and a non-sloshing cargo, together with a validated model that wouldallow parametric studies in relation withthe potential effect,of several track and carproperties,on the magnitude of the sloshing forces on the rail.</abstract>
    <parentTitle language="eng">Proceedings of the 2018 IEEE/ASME Joint Rail Conference</parentTitle>
    <enrichment key="eventName">IEEE/ASME Joint Rail Conference</enrichment>
    <enrichment key="eventPlace">Pittsburgh, PA, USA</enrichment>
    <enrichment key="eventStart">18.04.2018</enrichment>
    <enrichment key="eventEnd">21.04.2018</enrichment>
    <enrichment key="date_peer_review">02.08.2018</enrichment>
    <author>Frank Otremba</author>
    <author>José A. Romero-Navarrete</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Testing</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Rig</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Vehicle-Track</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Interaction</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
    <collection role="literaturgattung" number="">Graue Literatur</collection>
  </doc>
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