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	<id>https://seismicpra.epri.com/index.php?action=history&amp;feed=atom&amp;title=Develop_Seismic_Equipment_List_%28Task_2%29</id>
	<title>Develop Seismic Equipment List (Task 2) - Revision history</title>
	<link rel="self" type="application/atom+xml" href="https://seismicpra.epri.com/index.php?action=history&amp;feed=atom&amp;title=Develop_Seismic_Equipment_List_%28Task_2%29"/>
	<link rel="alternate" type="text/html" href="https://seismicpra.epri.com/index.php?title=Develop_Seismic_Equipment_List_(Task_2)&amp;action=history"/>
	<updated>2026-04-18T03:05:23Z</updated>
	<subtitle>Revision history for this page on the wiki</subtitle>
	<generator>MediaWiki 1.35.1</generator>
	<entry>
		<id>https://seismicpra.epri.com/index.php?title=Develop_Seismic_Equipment_List_(Task_2)&amp;diff=148&amp;oldid=prev</id>
		<title>SeismicAdmin at 17:20, 30 July 2024</title>
		<link rel="alternate" type="text/html" href="https://seismicpra.epri.com/index.php?title=Develop_Seismic_Equipment_List_(Task_2)&amp;diff=148&amp;oldid=prev"/>
		<updated>2024-07-30T17:20:34Z</updated>

		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left diff-editfont-monospace&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;tr class=&quot;diff-title&quot; lang=&quot;en&quot;&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 17:20, 30 July 2024&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l26&quot; &gt;Line 26:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 26:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Fragility and Seismic Margin Guidance for Seismic Probabilistic Risk Assessments'' ([https://www.epri.com/research/products/000000003002012994 3002012994]) provides in-depth guidelines for performing fragility analysis as part of an SPRA to develop practical methods for assessing nuclear plant seismic margins&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Fragility and Seismic Margin Guidance for Seismic Probabilistic Risk Assessments'' ([https://www.epri.com/research/products/000000003002012994 3002012994]) provides in-depth guidelines for performing fragility analysis as part of an SPRA to develop practical methods for assessing nuclear plant seismic margins&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Methodology for Assessment of Nuclear Power Plant Seismic Margin'' ([https://www.epri.com/research/products/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;00000000NP&lt;/del&gt;-6041-SLR1 NP-6041-SLR1]) provides guidance for identifying equipment and component lists in support of performing an SMA and refers utilization of an existing PRA model.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Methodology for Assessment of Nuclear Power Plant Seismic Margin'' ([https://www.epri.com/research/products/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;NP&lt;/ins&gt;-6041-SLR1 NP-6041-SLR1]) provides guidance for identifying equipment and component lists in support of performing an SMA and refers utilization of an existing PRA model.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Evaluation Guidance: Screening, Prioritization and Implementation Details (SPID) for the Resolution of Fukushima Near-Term Task Force Recommendation 2.1: Seismic'' ([https://www.epri.com/research/products/000000001025287 1025287]) compares the SPID guidance to the ASME/ANS PRA Standard supporting requirements.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Evaluation Guidance: Screening, Prioritization and Implementation Details (SPID) for the Resolution of Fukushima Near-Term Task Force Recommendation 2.1: Seismic'' ([https://www.epri.com/research/products/000000001025287 1025287]) compares the SPID guidance to the ASME/ANS PRA Standard supporting requirements.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>SeismicAdmin</name></author>
	</entry>
	<entry>
		<id>https://seismicpra.epri.com/index.php?title=Develop_Seismic_Equipment_List_(Task_2)&amp;diff=139&amp;oldid=prev</id>
		<title>SeismicAdmin at 14:46, 30 July 2024</title>
		<link rel="alternate" type="text/html" href="https://seismicpra.epri.com/index.php?title=Develop_Seismic_Equipment_List_(Task_2)&amp;diff=139&amp;oldid=prev"/>
		<updated>2024-07-30T14:46:39Z</updated>

		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left diff-editfont-monospace&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;tr class=&quot;diff-title&quot; lang=&quot;en&quot;&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 14:46, 30 July 2024&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l26&quot; &gt;Line 26:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 26:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Fragility and Seismic Margin Guidance for Seismic Probabilistic Risk Assessments'' ([https://www.epri.com/research/products/000000003002012994 3002012994]) provides in-depth guidelines for performing fragility analysis as part of an SPRA to develop practical methods for assessing nuclear plant seismic margins&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Fragility and Seismic Margin Guidance for Seismic Probabilistic Risk Assessments'' ([https://www.epri.com/research/products/000000003002012994 3002012994]) provides in-depth guidelines for performing fragility analysis as part of an SPRA to develop practical methods for assessing nuclear plant seismic margins&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Methodology for Assessment of Nuclear Power Plant Seismic Margin'' ([https://www.epri.com/research/products/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;NP&lt;/del&gt;-6041-SLR1 NP-6041-SLR1]) provides guidance for identifying equipment and component lists in support of performing an SMA and refers utilization of an existing PRA model.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Methodology for Assessment of Nuclear Power Plant Seismic Margin'' ([https://www.epri.com/research/products/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;00000000NP&lt;/ins&gt;-6041-SLR1 NP-6041-SLR1]) provides guidance for identifying equipment and component lists in support of performing an SMA and refers utilization of an existing PRA model.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Evaluation Guidance: Screening, Prioritization and Implementation Details (SPID) for the Resolution of Fukushima Near-Term Task Force Recommendation 2.1: Seismic'' ([https://www.epri.com/research/products/000000001025287 1025287]) compares the SPID guidance to the ASME/ANS PRA Standard supporting requirements.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Evaluation Guidance: Screening, Prioritization and Implementation Details (SPID) for the Resolution of Fukushima Near-Term Task Force Recommendation 2.1: Seismic'' ([https://www.epri.com/research/products/000000001025287 1025287]) compares the SPID guidance to the ASME/ANS PRA Standard supporting requirements.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>SeismicAdmin</name></author>
	</entry>
	<entry>
		<id>https://seismicpra.epri.com/index.php?title=Develop_Seismic_Equipment_List_(Task_2)&amp;diff=132&amp;oldid=prev</id>
		<title>SeismicAdmin at 14:30, 30 July 2024</title>
		<link rel="alternate" type="text/html" href="https://seismicpra.epri.com/index.php?title=Develop_Seismic_Equipment_List_(Task_2)&amp;diff=132&amp;oldid=prev"/>
		<updated>2024-07-30T14:30:18Z</updated>

		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left diff-editfont-monospace&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;tr class=&quot;diff-title&quot; lang=&quot;en&quot;&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 14:30, 30 July 2024&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l26&quot; &gt;Line 26:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 26:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Fragility and Seismic Margin Guidance for Seismic Probabilistic Risk Assessments'' ([https://www.epri.com/research/products/000000003002012994 3002012994]) provides in-depth guidelines for performing fragility analysis as part of an SPRA to develop practical methods for assessing nuclear plant seismic margins&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Fragility and Seismic Margin Guidance for Seismic Probabilistic Risk Assessments'' ([https://www.epri.com/research/products/000000003002012994 3002012994]) provides in-depth guidelines for performing fragility analysis as part of an SPRA to develop practical methods for assessing nuclear plant seismic margins&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Methodology for Assessment of Nuclear Power Plant Seismic Margin'' ([https://www.epri.com/research/products/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;00000000NP&lt;/del&gt;-6041-SLR1 NP-6041-SLR1]) provides guidance for identifying equipment and component lists in support of performing an SMA and refers utilization of an existing PRA model.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Methodology for Assessment of Nuclear Power Plant Seismic Margin'' ([https://www.epri.com/research/products/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;NP&lt;/ins&gt;-6041-SLR1 NP-6041-SLR1]) provides guidance for identifying equipment and component lists in support of performing an SMA and refers utilization of an existing PRA model.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Evaluation Guidance: Screening, Prioritization and Implementation Details (SPID) for the Resolution of Fukushima Near-Term Task Force Recommendation 2.1: Seismic'' ([https://www.epri.com/research/products/000000001025287 1025287]) compares the SPID guidance to the ASME/ANS PRA Standard supporting requirements.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Evaluation Guidance: Screening, Prioritization and Implementation Details (SPID) for the Resolution of Fukushima Near-Term Task Force Recommendation 2.1: Seismic'' ([https://www.epri.com/research/products/000000001025287 1025287]) compares the SPID guidance to the ASME/ANS PRA Standard supporting requirements.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>SeismicAdmin</name></author>
	</entry>
	<entry>
		<id>https://seismicpra.epri.com/index.php?title=Develop_Seismic_Equipment_List_(Task_2)&amp;diff=131&amp;oldid=prev</id>
		<title>SeismicAdmin at 14:29, 30 July 2024</title>
		<link rel="alternate" type="text/html" href="https://seismicpra.epri.com/index.php?title=Develop_Seismic_Equipment_List_(Task_2)&amp;diff=131&amp;oldid=prev"/>
		<updated>2024-07-30T14:29:50Z</updated>

		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left diff-editfont-monospace&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
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				&lt;tr class=&quot;diff-title&quot; lang=&quot;en&quot;&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 14:29, 30 July 2024&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l22&quot; &gt;Line 22:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 22:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;===EPRI Guidance===&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;===EPRI Guidance===&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Probabilistic Risk Assessment Implementation Guide'' ([&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;http&lt;/del&gt;://www.epri.com/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;abstracts&lt;/del&gt;/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;Pages&lt;/del&gt;/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;ProductAbstract.aspx?ProductId=3002000709 &lt;/del&gt;3002000709]) provides recommendations regarding development of an SEL.  Appendix E provides a sample SEL.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Probabilistic Risk Assessment Implementation Guide'' ([&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;https&lt;/ins&gt;://www.epri.com/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;research&lt;/ins&gt;/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;products&lt;/ins&gt;/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;000000003002000709 &lt;/ins&gt;3002000709]) provides recommendations regarding development of an SEL.  Appendix E provides a sample SEL.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Fragility and Seismic Margin Guidance for Seismic Probabilistic Risk Assessments'' ([&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;http&lt;/del&gt;://www.epri.com/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;abstracts&lt;/del&gt;/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;Pages&lt;/del&gt;/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;ProductAbstract.aspx?ProductId=3002012994 &lt;/del&gt;3002012994]) provides in-depth guidelines for performing fragility analysis as part of an SPRA to develop practical methods for assessing nuclear plant seismic margins&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Fragility and Seismic Margin Guidance for Seismic Probabilistic Risk Assessments'' ([&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;https&lt;/ins&gt;://www.epri.com/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;research&lt;/ins&gt;/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;products&lt;/ins&gt;/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;000000003002012994 &lt;/ins&gt;3002012994]) provides in-depth guidelines for performing fragility analysis as part of an SPRA to develop practical methods for assessing nuclear plant seismic margins&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Methodology for Assessment of Nuclear Power Plant Seismic Margin'' ([&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;http&lt;/del&gt;://www.epri.com/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;abstracts&lt;/del&gt;/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;Pages&lt;/del&gt;/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;ProductAbstract.aspx?ProductId=NP&lt;/del&gt;-6041-SLR1 NP-6041-SLR1]) provides guidance for identifying equipment and component lists in support of performing an SMA and refers utilization of an existing PRA model.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Methodology for Assessment of Nuclear Power Plant Seismic Margin'' ([&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;https&lt;/ins&gt;://www.epri.com/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;research&lt;/ins&gt;/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;products&lt;/ins&gt;/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;00000000NP&lt;/ins&gt;-6041-SLR1 NP-6041-SLR1]) provides guidance for identifying equipment and component lists in support of performing an SMA and refers utilization of an existing PRA model.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Evaluation Guidance: Screening, Prioritization and Implementation Details (SPID) for the Resolution of Fukushima Near-Term Task Force Recommendation 2.1: Seismic'' ([&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;http&lt;/del&gt;://www.epri.com/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;abstracts&lt;/del&gt;/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;Pages&lt;/del&gt;/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;ProductAbstract.aspx?ProductId=1025287 &lt;/del&gt;1025287]) compares the SPID guidance to the ASME/ANS PRA Standard supporting requirements.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Evaluation Guidance: Screening, Prioritization and Implementation Details (SPID) for the Resolution of Fukushima Near-Term Task Force Recommendation 2.1: Seismic'' ([&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;https&lt;/ins&gt;://www.epri.com/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;research&lt;/ins&gt;/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;products&lt;/ins&gt;/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;000000001025287 &lt;/ins&gt;1025287]) compares the SPID guidance to the ASME/ANS PRA Standard supporting requirements.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Updated Equipment Seismic for Capacities from Experience Data for use in the Fragility Calculations'' ([&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;http&lt;/del&gt;://www.epri.com/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;abstracts&lt;/del&gt;/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;Pages&lt;/del&gt;/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;ProductAbstract.aspx?ProductId=3002011627 &lt;/del&gt;3002011627])&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Updated Equipment Seismic for Capacities from Experience Data for use in the Fragility Calculations'' ([&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;https&lt;/ins&gt;://www.epri.com/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;research&lt;/ins&gt;/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;products&lt;/ins&gt;/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;000000003002011627 &lt;/ins&gt;3002011627])&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Updated Equipment Seismic for Capacities from Experience Data for use in the Fragility Calculations, Phase II'' ([&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;http&lt;/del&gt;://www.epri.com/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;abstracts&lt;/del&gt;/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;Pages&lt;/del&gt;/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;ProductAbstract.aspx?ProductId=3002013017 &lt;/del&gt;3002013017])&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Updated Equipment Seismic for Capacities from Experience Data for use in the Fragility Calculations, Phase II'' ([&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;https&lt;/ins&gt;://www.epri.com/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;research&lt;/ins&gt;/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;products&lt;/ins&gt;/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;000000003002013017 &lt;/ins&gt;3002013017])&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Generic Implementation Procedure (GIP) for Seismic Verification of Nuclear Power Plant Equipment'', Seismic Qualification Utility Group (SQUG)  provides a detailed technical approach, generic procedures, and documentation guidance that can be used by USI A-46 licensees to verify the seismic adequacy of mechanical and electrical equipment used for safe shutdown.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Generic Implementation Procedure (GIP) for Seismic Verification of Nuclear Power Plant Equipment'', Seismic Qualification Utility Group (SQUG)  provides a detailed technical approach, generic procedures, and documentation guidance that can be used by USI A-46 licensees to verify the seismic adequacy of mechanical and electrical equipment used for safe shutdown.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>SeismicAdmin</name></author>
	</entry>
	<entry>
		<id>https://seismicpra.epri.com/index.php?title=Develop_Seismic_Equipment_List_(Task_2)&amp;diff=70&amp;oldid=prev</id>
		<title>SeismicAdmin: 1 revision imported</title>
		<link rel="alternate" type="text/html" href="https://seismicpra.epri.com/index.php?title=Develop_Seismic_Equipment_List_(Task_2)&amp;diff=70&amp;oldid=prev"/>
		<updated>2022-05-31T22:15:38Z</updated>

		<summary type="html">&lt;p&gt;1 revision imported&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left diff-editfont-monospace&quot; data-mw=&quot;interface&quot;&gt;
				&lt;tr class=&quot;diff-title&quot; lang=&quot;en&quot;&gt;
				&lt;td colspan=&quot;1&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;1&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 22:15, 31 May 2022&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-notice&quot; lang=&quot;en&quot;&gt;&lt;div class=&quot;mw-diff-empty&quot;&gt;(No difference)&lt;/div&gt;
&lt;/td&gt;&lt;/tr&gt;&lt;/table&gt;</summary>
		<author><name>SeismicAdmin</name></author>
	</entry>
	<entry>
		<id>https://seismicpra.epri.com/index.php?title=Develop_Seismic_Equipment_List_(Task_2)&amp;diff=69&amp;oldid=prev</id>
		<title>SeismicAdmin: /* Other Guidance */</title>
		<link rel="alternate" type="text/html" href="https://seismicpra.epri.com/index.php?title=Develop_Seismic_Equipment_List_(Task_2)&amp;diff=69&amp;oldid=prev"/>
		<updated>2022-05-20T20:53:34Z</updated>

		<summary type="html">&lt;p&gt;&lt;span dir=&quot;auto&quot;&gt;&lt;span class=&quot;autocomment&quot;&gt;Other Guidance&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left diff-editfont-monospace&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;tr class=&quot;diff-title&quot; lang=&quot;en&quot;&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 20:53, 20 May 2022&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l22&quot; &gt;Line 22:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 22:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;===EPRI Guidance===&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;===EPRI Guidance===&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Probabilistic Risk Assessment Implementation Guide'' (3002000709) provides recommendations regarding development of an SEL.  Appendix E provides a sample SEL.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Probabilistic Risk Assessment Implementation Guide'' (&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;[http://www.epri.com/abstracts/Pages/ProductAbstract.aspx?ProductId=&lt;/ins&gt;3002000709 &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;3002000709]&lt;/ins&gt;) provides recommendations regarding development of an SEL.  Appendix E provides a sample SEL.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Fragility and Seismic Margin Guidance for Seismic Probabilistic Risk Assessments'' (3002012994) provides in-depth guidelines for performing fragility analysis as part of an SPRA to develop practical methods for assessing nuclear plant seismic margins&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Fragility and Seismic Margin Guidance for Seismic Probabilistic Risk Assessments'' (&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;[http://www.epri.com/abstracts/Pages/ProductAbstract.aspx?ProductId=&lt;/ins&gt;3002012994 &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;3002012994]&lt;/ins&gt;) provides in-depth guidelines for performing fragility analysis as part of an SPRA to develop practical methods for assessing nuclear plant seismic margins&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Methodology for Assessment of Nuclear Power Plant Seismic Margin'' (NP 6041-&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;SL R1&lt;/del&gt;) provides guidance for identifying equipment and component lists in support of performing an SMA and refers utilization of an existing PRA model.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Methodology for Assessment of Nuclear Power Plant Seismic Margin'' (&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;[http://www.epri.com/abstracts/Pages/ProductAbstract.aspx?ProductId=&lt;/ins&gt;NP&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;-6041-SLR1 NP-&lt;/ins&gt;6041-&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;SLR1]&lt;/ins&gt;) provides guidance for identifying equipment and component lists in support of performing an SMA and refers utilization of an existing PRA model.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Evaluation Guidance: Screening, Prioritization and Implementation Details (SPID) for the Resolution of Fukushima Near-Term Task Force Recommendation 2.1: Seismic'' (1025287) compares the SPID guidance to the ASME/ANS PRA Standard supporting requirements.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Seismic Evaluation Guidance: Screening, Prioritization and Implementation Details (SPID) for the Resolution of Fukushima Near-Term Task Force Recommendation 2.1: Seismic'' (&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;[http://www.epri.com/abstracts/Pages/ProductAbstract.aspx?ProductId=&lt;/ins&gt;1025287 &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;1025287]&lt;/ins&gt;) compares the SPID guidance to the ASME/ANS PRA Standard supporting requirements.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Updated Equipment Seismic for Capacities from Experience Data for use in the Fragility Calculations'' (3002011627)&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Updated Equipment Seismic for Capacities from Experience Data for use in the Fragility Calculations'' (&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;[http://www.epri.com/abstracts/Pages/ProductAbstract.aspx?ProductId=&lt;/ins&gt;3002011627 &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;3002011627]&lt;/ins&gt;)&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Updated Equipment Seismic for Capacities from Experience Data for use in the Fragility Calculations, Phase II'' (3002013017)&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Updated Equipment Seismic for Capacities from Experience Data for use in the Fragility Calculations, Phase II'' (&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;[http://www.epri.com/abstracts/Pages/ProductAbstract.aspx?ProductId=&lt;/ins&gt;3002013017 &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;3002013017]&lt;/ins&gt;)&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Generic Implementation Procedure (GIP) for Seismic Verification of Nuclear Power Plant Equipment'', Seismic Qualification Utility Group (SQUG)  provides a detailed technical approach, generic procedures, and documentation guidance that can be used by USI A-46 licensees to verify the seismic adequacy of mechanical and electrical equipment used for safe shutdown.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;''Generic Implementation Procedure (GIP) for Seismic Verification of Nuclear Power Plant Equipment'', Seismic Qualification Utility Group (SQUG)  provides a detailed technical approach, generic procedures, and documentation guidance that can be used by USI A-46 licensees to verify the seismic adequacy of mechanical and electrical equipment used for safe shutdown.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l39&quot; &gt;Line 39:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 39:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[https://www.nrc.gov/reading-rm/doc-collections/nuregs/contract/cr2300/index.html NUREG/CR-2300], &amp;quot;PRA Procedures Guide, A Guide to the Performance of Probabilistic Risk Assessments for Nuclear Power Plants&amp;quot; (Vol 1 and 2)&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;[https://www.nrc.gov/reading-rm/doc-collections/nuregs/contract/cr2300/index.html NUREG/CR-2300], &amp;quot;PRA Procedures Guide, A Guide to the Performance of Probabilistic Risk Assessments for Nuclear Power Plants&amp;quot; (Vol 1 and 2)&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;IAEA Safety Guide SSG-3, “Development and Application of Level 1 Probabilistic Safety Assessment for Nuclear Power Plants” (Section 8.62 provides generic guidance for SEL development.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;[https://www.iaea.org/publications/8235/development-and-application-of-level-1-probabilistic-safety-assessment-for-nuclear-power-plants &lt;/ins&gt;IAEA Safety Guide SSG-3&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;]&lt;/ins&gt;, “Development and Application of Level 1 Probabilistic Safety Assessment for Nuclear Power Plants” (Section 8.62 provides generic guidance for SEL development.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;IAEA Safety Guide NS-G-2.13, “Evaluation of Seismic Safety for Existing Nuclear Installations” Section 5.28 provides general guidance on SEL creation and screening.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;[https://www.iaea.org/publications/8087/evaluation-of-seismic-safety-for-existing-nuclear-installations &lt;/ins&gt;IAEA Safety Guide NS-G-2.13&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;]&lt;/ins&gt;, “Evaluation of Seismic Safety for Existing Nuclear Installations” Section 5.28 provides general guidance on SEL creation and screening.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>SeismicAdmin</name></author>
	</entry>
	<entry>
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		<title>SeismicAdmin: 1 revision imported</title>
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		<updated>2022-05-19T20:51:32Z</updated>

		<summary type="html">&lt;p&gt;1 revision imported&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left diff-editfont-monospace&quot; data-mw=&quot;interface&quot;&gt;
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				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-notice&quot; lang=&quot;en&quot;&gt;&lt;div class=&quot;mw-diff-empty&quot;&gt;(No difference)&lt;/div&gt;
&lt;/td&gt;&lt;/tr&gt;&lt;/table&gt;</summary>
		<author><name>SeismicAdmin</name></author>
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		<id>https://seismicpra.epri.com/index.php?title=Develop_Seismic_Equipment_List_(Task_2)&amp;diff=6&amp;oldid=prev</id>
		<title>en&gt;SeismicAdmin at 17:42, 16 May 2022</title>
		<link rel="alternate" type="text/html" href="https://seismicpra.epri.com/index.php?title=Develop_Seismic_Equipment_List_(Task_2)&amp;diff=6&amp;oldid=prev"/>
		<updated>2022-05-16T17:42:51Z</updated>

		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;==Task Overview==&lt;br /&gt;
&lt;br /&gt;
===Objective===&lt;br /&gt;
The objective is to develop of a list of the equipment and systems required to provide protection for all seismically induced initiating events (including seismically induced fires and floods) and the structures that house them.  &lt;br /&gt;
&lt;br /&gt;
===Purpose===&lt;br /&gt;
This section describes a process for developing an SPRA seismic equipment list (SEL).  The SEL is important for demonstrating completeness of the seismically initiated sequences considered in the SPRA.  The initial list forms the basis for the seismic fragility and systems analysis tasks.  The identification of SSCs for fragility screening and evaluation for use in an SPRA is an iterative process involving interaction between risk assessment and structural or fragility personnel.  The SEL is typically developed by risk assessment personnel based on accident sequence and system fault tree logic models in the SPRA and consideration of other SPRA studies that may be available.  Risk assessment personnel and structural and fragility personnel subsequently interact to refine and screen the SEL. &lt;br /&gt;
&lt;br /&gt;
===Guidance===&lt;br /&gt;
The development of the initial SEL may be implemented with the following six steps:&lt;br /&gt;
# Identify SSCs that are important to safe shutdown from full-power PRA models.  Additional SSCs may be identified based on other plant-specific PRA models (e.g., Fire PRA model) as necessary.&lt;br /&gt;
# Identify SSCs from review of seismic evaluation performed for previous plant seismic evaluations such as an Individual Plant Examination of External Events (IPEEE) or stress test.&lt;br /&gt;
# Identify structures and passive components that are important to seismic response.&lt;br /&gt;
# Identify additional SSCs from plant walkdown.&lt;br /&gt;
# Review the SEL initial draft (for example, compare with piping and instrumentation diagrams).&lt;br /&gt;
# Document the SEL.&lt;br /&gt;
&lt;br /&gt;
==Supplemental Guidance==&lt;br /&gt;
&lt;br /&gt;
===Related Element of ASME/PRA Standard===&lt;br /&gt;
Part 5, Seismic Plant Response (SPR)&lt;br /&gt;
&lt;br /&gt;
===EPRI Guidance===&lt;br /&gt;
''Seismic Probabilistic Risk Assessment Implementation Guide'' (3002000709) provides recommendations regarding development of an SEL.  Appendix E provides a sample SEL.&lt;br /&gt;
&lt;br /&gt;
''Seismic Fragility and Seismic Margin Guidance for Seismic Probabilistic Risk Assessments'' (3002012994) provides in-depth guidelines for performing fragility analysis as part of an SPRA to develop practical methods for assessing nuclear plant seismic margins&lt;br /&gt;
&lt;br /&gt;
''Methodology for Assessment of Nuclear Power Plant Seismic Margin'' (NP 6041-SL R1) provides guidance for identifying equipment and component lists in support of performing an SMA and refers utilization of an existing PRA model.&lt;br /&gt;
&lt;br /&gt;
''Seismic Evaluation Guidance: Screening, Prioritization and Implementation Details (SPID) for the Resolution of Fukushima Near-Term Task Force Recommendation 2.1: Seismic'' (1025287) compares the SPID guidance to the ASME/ANS PRA Standard supporting requirements.&lt;br /&gt;
&lt;br /&gt;
''Updated Equipment Seismic for Capacities from Experience Data for use in the Fragility Calculations'' (3002011627)&lt;br /&gt;
&lt;br /&gt;
''Updated Equipment Seismic for Capacities from Experience Data for use in the Fragility Calculations, Phase II'' (3002013017)&lt;br /&gt;
&lt;br /&gt;
''Generic Implementation Procedure (GIP) for Seismic Verification of Nuclear Power Plant Equipment'', Seismic Qualification Utility Group (SQUG)  provides a detailed technical approach, generic procedures, and documentation guidance that can be used by USI A-46 licensees to verify the seismic adequacy of mechanical and electrical equipment used for safe shutdown.&lt;br /&gt;
&lt;br /&gt;
===Other Guidance===&lt;br /&gt;
[https://www.nrc.gov/reading-rm/doc-collections/nuregs/contract/cr2300/index.html NUREG/CR-2300], &amp;quot;PRA Procedures Guide, A Guide to the Performance of Probabilistic Risk Assessments for Nuclear Power Plants&amp;quot; (Vol 1 and 2)&lt;br /&gt;
&lt;br /&gt;
IAEA Safety Guide SSG-3, “Development and Application of Level 1 Probabilistic Safety Assessment for Nuclear Power Plants” (Section 8.62 provides generic guidance for SEL development.&lt;br /&gt;
&lt;br /&gt;
IAEA Safety Guide NS-G-2.13, “Evaluation of Seismic Safety for Existing Nuclear Installations” Section 5.28 provides general guidance on SEL creation and screening.&lt;/div&gt;</summary>
		<author><name>en&gt;SeismicAdmin</name></author>
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