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        <content>data</content>
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    <eprint_status>archive</eprint_status>
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    <datestamp>2022-09-22 13:04:39</datestamp>
    <lastmod>2024-07-15 10:58:59</lastmod>
    <status_changed>2022-09-22 13:04:39</status_changed>
    <type>data_collection</type>
    <metadata_visibility>show</metadata_visibility>
    <creators>
      <item>
        <name>
          <family>Giardina</family>
          <given>Giorgia</given>
        </name>
        <id>G.Giardina@bath.ac.uk</id>
        <orcid>0000-0002-5996-5830</orcid>
        <affiliation>University of Bath</affiliation>
        <contact>TRUE</contact>
      </item>
    </creators>
    <title>Dataset for &quot;Impact of the Crossrail tunnelling project on masonry buildings with shallow foundations&quot;</title>
    <subjects>
      <item>CP0060</item>
      <item>CP0120</item>
      <item>FE0060</item>
    </subjects>
    <divisions>
      <item>dept_civ_eng</item>
    </divisions>
    <abstract>Data supporting figures in the publication &quot;Impact of the Crossrail tunnelling project on masonry buildings with shallow foundations&quot;. This dataset contains critical strain and modification factor values. The results have been obtained by applying the Limiting Tensile Strain Method (LTSM) and the Relative Stiffness Method (RSM).</abstract>
    <date>2019-09-09</date>
    <publisher>University of Bath</publisher>
    <full_text_status>public</full_text_status>
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        <corpname>University of Bath</corpname>
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    <funding>
      <item>
        <funder_name>Engineering and Physical Sciences Research Council</funder_name>
        <funder_id>https://doi.org/10.13039/501100000266</funder_id>
        <grant_id>EP/K018221/1</grant_id>
        <project_name>Tunnelling-induced settlement damage to masonry structures: Centrifuge testing and computational modelling</project_name>
      </item>
    </funding>
    <research_centres>
      <item>cent_innov</item>
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    <collection_method>The data have been obtained by using the Limiting Tensile Strain and Relative Stiffness Methods. For full details of the methodology used, please refer to the ‘Building damage assessment’ section of the associated paper.</collection_method>
    <techinfo>The data is presented as .fig files in MATLAB Level 5 MAT-file format.</techinfo>
    <methodurl>
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    <doi>10.15125/BATH-00583</doi>
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        <link>https://doi.org/10.1680/jgeen.18.00178</link>
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