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	<id>https://seismicpra.epri.com/index.php?action=history&amp;feed=atom&amp;title=Seismic_Equipment_List_Screening_%28Task_8%29</id>
	<title>Seismic Equipment List Screening (Task 8) - Revision history</title>
	<link rel="self" type="application/atom+xml" href="https://seismicpra.epri.com/index.php?action=history&amp;feed=atom&amp;title=Seismic_Equipment_List_Screening_%28Task_8%29"/>
	<link rel="alternate" type="text/html" href="https://seismicpra.epri.com/index.php?title=Seismic_Equipment_List_Screening_(Task_8)&amp;action=history"/>
	<updated>2026-05-07T17:29:02Z</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=Seismic_Equipment_List_Screening_(Task_8)&amp;diff=137&amp;oldid=prev</id>
		<title>SeismicAdmin at 14:41, 30 July 2024</title>
		<link rel="alternate" type="text/html" href="https://seismicpra.epri.com/index.php?title=Seismic_Equipment_List_Screening_(Task_8)&amp;diff=137&amp;oldid=prev"/>
		<updated>2024-07-30T14:41:53Z</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;
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				&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 14:41, 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-l23&quot; &gt;Line 23:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 23:&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;#* Often median fragilities on the lower end of the representative ranges are considered when selecting a representative value for the purposes of screening components on the SEL.&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;#* Often median fragilities on the lower end of the representative ranges are considered when selecting a representative value for the purposes of screening components on the 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;div&gt;#* For buildings and major structures, median fragilities on the higher end of the representative ranges are typically considered so that catastrophic failures that with significant consequences do not mask the risk impacts of other SSCs on the SEL.&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;#* For buildings and major structures, median fragilities on the higher end of the representative ranges are typically considered so that catastrophic failures that with significant consequences do not mask the risk impacts of other SSCs on the 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;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;#* Refer to EPRI [&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] Appendix H for ranges of representative fragilities and EPRI [&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] Section 6.2.3 for supplemental guidance.&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;#* Refer to EPRI [&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] Appendix H for ranges of representative fragilities and EPRI [&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] Section 6.2.3 for supplemental 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;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;# Create and quantify an initial SPRA model.&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;# Create and quantify an initial SPRA 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;div&gt;#* The initial SPRA model is created as described in [[Safety Systems and Internal Events PRA (Task 1)]] from the FPIE model or by considering the scope of potential seismic induced failures and systems necessary to respond to those accidents.  The initial SPRA model uses the initial representative fragilities, and other initial SPRA model assumptions such as relay chatter ([[Relay Chatter Evaluation (Task 9)]]), correlation assumptions and initial SPRA human error probabilities (HEPs) ([[Seismic Human Reliability Analysis (Task 12)]]).&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;#* The initial SPRA model is created as described in [[Safety Systems and Internal Events PRA (Task 1)]] from the FPIE model or by considering the scope of potential seismic induced failures and systems necessary to respond to those accidents.  The initial SPRA model uses the initial representative fragilities, and other initial SPRA model assumptions such as relay chatter ([[Relay Chatter Evaluation (Task 9)]]), correlation assumptions and initial SPRA human error probabilities (HEPs) ([[Seismic Human Reliability Analysis (Task 12)]]).&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-l44&quot; &gt;Line 44:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 44:&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 example guidance and suggests a screening criterion of 1E-7 per year as a starting point for the analysis.  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 example guidance and suggests a screening criterion of 1E-7 per year as a starting point for the analysis.  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]) Section 6.2 provide guidance on seismic capacity related 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;''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]) Section 6.2 provide guidance on seismic capacity related screening.&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;''Screening, 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]), Section 6.4.3.&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;''Screening, 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]), Section 6.4.3.&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;===Other 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;===Other 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;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.iaea.org/publications/8235/development-and-application-of-level-1-probabilistic-safety-assessment-for-nuclear-power-plants IAEA Safety Guide SSG-3], “Development and Application of Level 1 Probabilistic Safety Assessment for Nuclear Power Plants” provides a general description of SEL screening.&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.iaea.org/publications/8235/development-and-application-of-level-1-probabilistic-safety-assessment-for-nuclear-power-plants IAEA Safety Guide SSG-3], “Development and Application of Level 1 Probabilistic Safety Assessment for Nuclear Power Plants” provides a general description of SEL screening.&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=Seismic_Equipment_List_Screening_(Task_8)&amp;diff=80&amp;oldid=prev</id>
		<title>SeismicAdmin: 1 revision imported</title>
		<link rel="alternate" type="text/html" href="https://seismicpra.epri.com/index.php?title=Seismic_Equipment_List_Screening_(Task_8)&amp;diff=80&amp;oldid=prev"/>
		<updated>2022-05-31T22:15:45Z</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=Seismic_Equipment_List_Screening_(Task_8)&amp;diff=79&amp;oldid=prev</id>
		<title>SeismicAdmin: /* Other Guidance */</title>
		<link rel="alternate" type="text/html" href="https://seismicpra.epri.com/index.php?title=Seismic_Equipment_List_Screening_(Task_8)&amp;diff=79&amp;oldid=prev"/>
		<updated>2022-05-22T15:56:26Z</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;
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				&lt;col class=&quot;diff-content&quot; /&gt;
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				&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 15:56, 22 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-l23&quot; &gt;Line 23:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 23:&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;#* Often median fragilities on the lower end of the representative ranges are considered when selecting a representative value for the purposes of screening components on the SEL.&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;#* Often median fragilities on the lower end of the representative ranges are considered when selecting a representative value for the purposes of screening components on the 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;div&gt;#* For buildings and major structures, median fragilities on the higher end of the representative ranges are typically considered so that catastrophic failures that with significant consequences do not mask the risk impacts of other SSCs on the SEL.&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;#* For buildings and major structures, median fragilities on the higher end of the representative ranges are typically considered so that catastrophic failures that with significant consequences do not mask the risk impacts of other SSCs on the 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;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;#* Refer to EPRI 3002000709 Appendix H for ranges of representative fragilities and EPRI 3002012994 Section 6.2.3 for supplemental guidance.&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;#* Refer to EPRI &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;Appendix H for ranges of representative fragilities and EPRI &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;[http://www.epri.com/abstracts/Pages/ProductAbstract.aspx?ProductId=3002012994 &lt;/ins&gt;3002012994&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;] &lt;/ins&gt;Section 6.2.3 for supplemental 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;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;# Create and quantify an initial SPRA model.&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;# Create and quantify an initial SPRA 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;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;#* The initial SPRA model is created as described in Task 1 from the FPIE model or by considering the scope of potential seismic induced failures and systems necessary to respond to those accidents.  The initial SPRA model uses the initial representative fragilities, and other initial SPRA model assumptions such as relay chatter (Task 9), correlation assumptions and initial SPRA human error probabilities (HEPs) (Task 12).&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;#* The initial SPRA model is created as described in &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;[[Safety Systems and Internal Events PRA (&lt;/ins&gt;Task 1&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;)]] &lt;/ins&gt;from the FPIE model or by considering the scope of potential seismic induced failures and systems necessary to respond to those accidents.  The initial SPRA model uses the initial representative fragilities, and other initial SPRA model assumptions such as relay chatter &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;([[Relay Chatter Evaluation &lt;/ins&gt;(Task 9&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;)]]&lt;/ins&gt;), correlation assumptions and initial SPRA human error probabilities (HEPs) &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;([[Seismic Human Reliability Analysis &lt;/ins&gt;(Task 12&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;)]]&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;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;#* Quantify the model using the plant specific seismic hazard input (Task 13).&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;#* Quantify the model using the plant specific seismic hazard input &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;([[Seismic Risk Quantification &lt;/ins&gt;(Task 13&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;)]]&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;div&gt;# Rank the SSCs by importance measure  &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;# Rank the SSCs by importance measure  &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;div&gt;#* SSC importance is typically performed using importance measure such as Fussell-Vesely (FV) or Birnbaum for CDF or LERF.&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;#* SSC importance is typically performed using importance measure such as Fussell-Vesely (FV) or Birnbaum for CDF or LERF.&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;div&gt;# Perform detailed fragility calculations for the risk-important SSCs.&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;# Perform detailed fragility calculations for the risk-important SSCs.&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;#* The most risk-important SSCs typically have site-specific fragility evaluations rather than representative fragilities (Task 10).&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;#* The most risk-important SSCs typically have site-specific fragility evaluations rather than representative fragilities &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;([[Seismic Fragility Calculations &lt;/ins&gt;(Task 10&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;)]]&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;div&gt;#* As fragility calculations are refined, the updated fragility data can be incorporated back into the initial SPRA model to recalculate the results.  The importance measures can be reviewed again to reevaluate the prioritization for performing additional detailed fragility calculations.&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;#* As fragility calculations are refined, the updated fragility data can be incorporated back into the initial SPRA model to recalculate the results.  The importance measures can be reviewed again to reevaluate the prioritization for performing additional detailed fragility calculations.&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;div&gt;#* This refinement process is typically repeated until a satisfactory model is developed.&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;#* This refinement process is typically repeated until a satisfactory model is developed.&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-l44&quot; &gt;Line 44:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 44:&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 example guidance and suggests a screening criterion of 1E-7 per year as a starting point for the analysis.  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 example guidance and suggests a screening criterion of 1E-7 per year as a starting point for the analysis.  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) Section 6.2 provide guidance on seismic capacity related 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;''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;) Section 6.2 provide guidance on seismic capacity related screening.&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;''Screening, Seismic Evaluation Guidance: Screening, Prioritization and Implementation Details (SPID) for the Resolution of Fukushima Near-Term Task Force Recommendation 2.1: Seismic'' (1025287), Section 6.4.3.&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;''Screening, 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;), Section 6.4.3.&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;===Other 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;===Other 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;IAEA SSG-3, “Development and Application of Level 1 Probabilistic Safety Assessment for Nuclear Power Plants” provides a general description of SEL 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/8235/development-and-application-of-level-1-probabilistic-safety-assessment-for-nuclear-power-plants &lt;/ins&gt;IAEA &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;Safety Guide &lt;/ins&gt;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” provides a general description of SEL 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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		<updated>2022-05-19T20:51:39Z</updated>

		<summary type="html">&lt;p&gt;1 revision imported&lt;/p&gt;
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				&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 20:51, 19 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;
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		<author><name>SeismicAdmin</name></author>
	</entry>
	<entry>
		<id>https://seismicpra.epri.com/index.php?title=Seismic_Equipment_List_Screening_(Task_8)&amp;diff=24&amp;oldid=prev</id>
		<title>10.126.128.10 at 17:52, 16 May 2022</title>
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		<updated>2022-05-16T17:52:45Z</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 screen components from the SEL for prioritization of performing plant-specific seismic fragility calculations of SSCs.&lt;br /&gt;
&lt;br /&gt;
===Purpose===&lt;br /&gt;
This section describes a process for developing screening guidelines for the SEL to support development of an SPRA.  The SEL screening guideline supports the prioritization of performing plant-specific seismic fragility calculations of SSCs.&lt;br /&gt;
&lt;br /&gt;
===Guidance===&lt;br /&gt;
Screening of items on the SEL is illustrated in Figure 8-1 below.&lt;br /&gt;
&lt;br /&gt;
[[File:08_SPID_Diagram.jpg|700px|thumb|center|Figure 8-1 Capacity Based Criteria for Fragility Analysis (from EPRI 1025287)]]&lt;br /&gt;
&lt;br /&gt;
A common approach for screening the SEL includes the following general steps:&lt;br /&gt;
# Screen inherently rugged SSCs.  Inherently rugged SSCs typically include:&lt;br /&gt;
#* Manual valves&lt;br /&gt;
#* Motor operated valves&lt;br /&gt;
#* Air-operated valves &lt;br /&gt;
#* Check valves&lt;br /&gt;
#* Strainers&lt;br /&gt;
#* Specific piping&lt;br /&gt;
# Assign initial, representative fragility values for SSCs.&lt;br /&gt;
#* Often median fragilities on the lower end of the representative ranges are considered when selecting a representative value for the purposes of screening components on the SEL.&lt;br /&gt;
#* For buildings and major structures, median fragilities on the higher end of the representative ranges are typically considered so that catastrophic failures that with significant consequences do not mask the risk impacts of other SSCs on the SEL.&lt;br /&gt;
#* Refer to EPRI 3002000709 Appendix H for ranges of representative fragilities and EPRI 3002012994 Section 6.2.3 for supplemental guidance.&lt;br /&gt;
# Create and quantify an initial SPRA model.&lt;br /&gt;
#* The initial SPRA model is created as described in Task 1 from the FPIE model or by considering the scope of potential seismic induced failures and systems necessary to respond to those accidents.  The initial SPRA model uses the initial representative fragilities, and other initial SPRA model assumptions such as relay chatter (Task 9), correlation assumptions and initial SPRA human error probabilities (HEPs) (Task 12).&lt;br /&gt;
#* Quantify the model using the plant specific seismic hazard input (Task 13).&lt;br /&gt;
# Rank the SSCs by importance measure &lt;br /&gt;
#* SSC importance is typically performed using importance measure such as Fussell-Vesely (FV) or Birnbaum for CDF or LERF.&lt;br /&gt;
# Perform detailed fragility calculations for the risk-important SSCs.&lt;br /&gt;
#* The most risk-important SSCs typically have site-specific fragility evaluations rather than representative fragilities (Task 10).&lt;br /&gt;
#* As fragility calculations are refined, the updated fragility data can be incorporated back into the initial SPRA model to recalculate the results.  The importance measures can be reviewed again to reevaluate the prioritization for performing additional detailed fragility calculations.&lt;br /&gt;
#* This refinement process is typically repeated until a satisfactory model is developed.&lt;br /&gt;
# Document the SEL screening process.&lt;br /&gt;
#* Detailed documentation for each step of the SEL screening and prioritization process for fragility calculations, including all assumptions supporting the SEL screening process is typically provided.&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 Fragility-Response (SFR) &lt;br /&gt;
&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 example guidance and suggests a screening criterion of 1E-7 per year as a starting point for the analysis.  Appendix E provides a sample SEL.&lt;br /&gt;
&lt;br /&gt;
''Seismic Fragility and Seismic Margin Guidance for Seismic Probabilistic Risk Assessments'' (3002012994) Section 6.2 provide guidance on seismic capacity related screening.&lt;br /&gt;
&lt;br /&gt;
''Screening, Seismic Evaluation Guidance: Screening, Prioritization and Implementation Details (SPID) for the Resolution of Fukushima Near-Term Task Force Recommendation 2.1: Seismic'' (1025287), Section 6.4.3.&lt;br /&gt;
&lt;br /&gt;
===Other Guidance===&lt;br /&gt;
IAEA SSG-3, “Development and Application of Level 1 Probabilistic Safety Assessment for Nuclear Power Plants” provides a general description of SEL screening.&lt;/div&gt;</summary>
		<author><name>10.126.128.10</name></author>
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