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                <text>Conference Papers</text>
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    <name>Conference Paper</name>
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              <text>Blast resistance of steel plate shear walls designed for seismic loading</text>
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              <text>Since a blast loading or explosion can create nonlinear wave action and impact pressure on a structure, it necessary to construct a structure to resist blast loading as like other loads. In this study the nonlinear behaviour of a blast loading is simulated by calculating the pressure diagram with respect to time under the guidance of IS 4991-1968, code for "Criteria for Blast Resistant Design of Structures for Explosions above Ground". The study carried out for different charge weight (100kg TNT, 200kg TNT and 400kg TNT) and standoff distances of 20metre. Nonlinear behaviour of a Blast loading to steel structures with shear plates of thickness 6 mm, 8 mm and 10 mm are modelled in ETABS and the analysis is carried out to obtain base shear, story displacement, story deformation pattern, column forces, etc.   Published under licence by IOP Publishing Ltd.</text>
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              <text>Sunagar P.; Bhashyam A.; Dharek M.S.; Sreekeshava K.S.; Ramegowda R.S.; Lakshmi H.S.</text>
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          <name>Source</name>
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              <text>IOP Conference Series: Materials Science and Engineering, Vol-814, No. 1</text>
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          <name>Publisher</name>
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              <text>Institute of Physics Publishing</text>
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          <name>Date</name>
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              <text>2020-01-01</text>
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          <name>Identifier</name>
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              <text>&lt;a href="https://doi.org/10.1088/1757-899X/814/1/012041" target="_blank" rel="noreferrer noopener"&gt;https://doi.org/10.1088/1757-899X/814/1/012041&lt;/a&gt;
&lt;br /&gt;&lt;br /&gt;&lt;a href="https://www.scopus.com/inward/record.uri?eid=2-s2.0-85088046468&amp;amp;doi=10.1088%2F1757-899X%2F814%2F1%2F012041&amp;amp;partnerID=40&amp;amp;md5=b57333fe119fb206621e8e49a69cd2f3" target="_blank" rel="noreferrer noopener"&gt;https://www.scopus.com/inward/record.uri?eid=2-s2.0-85088046468&amp;amp;doi=10.1088%2f1757-899X%2f814%2f1%2f012041&amp;amp;partnerID=40&amp;amp;md5=b57333fe119fb206621e8e49a69cd2f3&lt;/a&gt;</text>
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          <name>Rights</name>
          <description>Information about rights held in and over the resource</description>
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            <elementText elementTextId="185302">
              <text>All Open Access; Gold Open Access</text>
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          <name>Relation</name>
          <description>A related resource</description>
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              <text>ISSN: 17578981</text>
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          <name>Format</name>
          <description>The file format, physical medium, or dimensions of the resource</description>
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              <text>Online</text>
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          <name>Language</name>
          <description>A language of the resource</description>
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            <elementText elementTextId="185305">
              <text>English</text>
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          <name>Type</name>
          <description>The nature or genre of the resource</description>
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              <text>Conference paper</text>
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              <text>Sunagar P., Civil Engg Dept, Ramaiah Institute of Technology and Management, VTU Belagavi, Bengaluru, India; Bhashyam A., Civil Engg Dept, Christ University, Bengaluru, India; Dharek M.S., Civil Engg Dept, BMS Institute of Technology and Management, Bengaluru, India; Sreekeshava K.S., Civil Engg Dept, Jyothy of Technology, VTU Belagavi, Bengaluru, India; Ramegowda R.S., Civil Engg Dept, Ramaiah Institute of Technology and Management, VTU Belagavi, Bengaluru, India; Lakshmi H.S., Civil Engg Dept, Ramaiah Institute of Technology and Management, VTU Belagavi, Bengaluru, India</text>
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