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    <responseDate>2026-10-15T22:41:45Z</responseDate>
    <request verb="GetRecord" identifier="oai:data.mendeley.com/zg5dvh62gp.1" metadataPrefix="oai_dc">https://data.mendeley.com/oai</request>
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            <header>
                <identifier>oai:data.mendeley.com/zg5dvh62gp.1</identifier>
                <datestamp>2023-10-11T15:15:29Z</datestamp>
            </header>
            <metadata><oai_dc:dc xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd" xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance">
    <dc:creator>Aydogdu, Ibrahim</dc:creator>
    <dc:title>Response spectrum data for the steel frame structures&apos; files (Sap2000 files)</dc:title>
    <dc:publisher>Mendeley Data</dc:publisher>
    <dc:description>the response spectrum data used in the analysis is externally loaded as a data file, which likely contains comprehensive information on ground motion accelerations, frequencies, and damping ratios. This enables us to conduct a thorough seismic evaluation of the structure. This data is needed for the following structures:
*4-story 132-member irregular space steel frame
*6-story 240-member regular space steel frame
*8-story 616-member irregular space steel frame
*10-story 620-member regular space steel frame
To use it, please copy spectrum data to text file and upload file to Sap2000. </dc:description>
    <dc:subject>Seismic Response</dc:subject>
    <dc:subject>Seismic Structural Response Analysis</dc:subject>
    <dc:subject>Seismic Analysis</dc:subject>
    <dc:contributor id="https://orcid.org/0000-0002-1489-9307">Taymus, Refik Burak</dc:contributor>
    <dc:type>Dataset</dc:type>
    <dc:identifier>doi:10.17632/zg5dvh62gp.1</dc:identifier>
    <dc:identifier>oai:data.mendeley.com/zg5dvh62gp.1</dc:identifier>
    <dc:rights>Creative Commons Attribution 4.0 International</dc:rights>
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    <dc:date>2023-10-11T15:15:29Z</dc:date>
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