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		<id>https://www.scipedia.com/wd/index.php?action=history&amp;feed=atom&amp;title=238%2C295ad</id>
		<title>238,295ad - Revision history</title>
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		<updated>2026-04-22T03:34:12Z</updated>
		<subtitle>Revision history for this page on the wiki</subtitle>
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	<entry>
		<id>https://www.scipedia.com/wd/index.php?title=238,295ad&amp;diff=220593&amp;oldid=prev</id>
		<title>Scipediacontent: Scipediacontent moved page Draft Content 781859434 to 238,295ad</title>
		<link rel="alternate" type="text/html" href="https://www.scipedia.com/wd/index.php?title=238,295ad&amp;diff=220593&amp;oldid=prev"/>
				<updated>2021-03-22T18:26:03Z</updated>
		
		<summary type="html">&lt;p&gt;Scipediacontent moved page &lt;a href=&quot;/public/Draft_Content_781859434&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Content 781859434&quot;&gt;Draft Content 781859434&lt;/a&gt; to &lt;a href=&quot;/public/238,295ad&quot; title=&quot;238,295ad&quot;&gt;238,295ad&lt;/a&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left&quot; data-mw=&quot;interface&quot;&gt;
				&lt;tr style='vertical-align: top;' lang='en'&gt;
				&lt;td colspan='1' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan='1' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;Revision as of 18:26, 22 March 2021&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan='2' style='text-align: center;' lang='en'&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>Scipediacontent</name></author>	</entry>

	<entry>
		<id>https://www.scipedia.com/wd/index.php?title=238,295ad&amp;diff=220592&amp;oldid=prev</id>
		<title>Scipediacontent: Created page with &quot; == Abstract ==  Since pipelines experience the largest deformation during lowering-in, structural analysis for this construction sequence should be performed to ensure struct...&quot;</title>
		<link rel="alternate" type="text/html" href="https://www.scipedia.com/wd/index.php?title=238,295ad&amp;diff=220592&amp;oldid=prev"/>
				<updated>2021-03-22T18:25:49Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot; == Abstract ==  Since pipelines experience the largest deformation during lowering-in, structural analysis for this construction sequence should be performed to ensure struct...&amp;quot;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;&lt;br /&gt;
== Abstract ==&lt;br /&gt;
&lt;br /&gt;
Since pipelines experience the largest deformation during lowering-in, structural analysis for this construction sequence should be performed to ensure structural safety. In this study, a new analytical model named the &amp;amp;ldquo&lt;br /&gt;
&lt;br /&gt;
segmental pipeline model&amp;amp;rdquo&lt;br /&gt;
&lt;br /&gt;
was developed to predict the structural behavior of the pipeline. This analytical model consists of several segmental elements to represent various boundary and contact conditions. Therefore, the segmental pipeline model can consider the geometric configuration and characteristics of pipelines that appear during lowering-in. Adopting the Euler-Bernoulli beam and two-parameter beam on elastic foundation theory, the new model takes the effect of the soil and axial forces acting on the pipelines into account. This paper compares the displacements, sectional bending moments and shear forces of the pipeline obtained from the analytical model and finite element (FE) analysis, where good agreement was demonstrated. Also, the paper presents three examples to demonstrate the applicability of the analytical model.&lt;br /&gt;
&lt;br /&gt;
Document type: Article&lt;br /&gt;
&lt;br /&gt;
== Full document ==&lt;br /&gt;
&amp;lt;pdf&amp;gt;Media:Draft_Content_781859434-beopen1029-7819-document.pdf&amp;lt;/pdf&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
== Original document ==&lt;br /&gt;
&lt;br /&gt;
The different versions of the original document can be found in:&lt;br /&gt;
&lt;br /&gt;
* [http://dx.doi.org/10.3390/app9132595 http://dx.doi.org/10.3390/app9132595] under the license https://creativecommons.org/licenses/by&lt;br /&gt;
&lt;br /&gt;
* [http://dx.doi.org/10.3390/app9132595 http://dx.doi.org/10.3390/app9132595] under the license http://creativecommons.org/licenses/by/3.0/&lt;br /&gt;
&lt;br /&gt;
* [https://www.mdpi.com/2076-3417/9/13/2595/pdf https://www.mdpi.com/2076-3417/9/13/2595/pdf] under the license https://creativecommons.org/licenses/by/4.0&lt;br /&gt;
&lt;br /&gt;
* [https://repository.hanyang.ac.kr/bitstream/20.500.11754/113679/1/2019.05_%ec%9d%b4%ec%a2%85%ec%84%b8_Analytical%20Model%20for%20the%20Structural%20Behavior%20of%20Pipelines%20During%20Lowering-In.pdf https://repository.hanyang.ac.kr/bitstream/20.500.11754/113679/1/2019.05_%ec%9d%b4%ec%a2%85%ec%84%b8_Analytical%20Model%20for%20the%20Structural%20Behavior%20of%20Pipelines%20During%20Lowering-In.pdf],&lt;br /&gt;
: [http://repository.hanyang.ac.kr/handle/20.500.11754/113679 http://repository.hanyang.ac.kr/handle/20.500.11754/113679],&lt;br /&gt;
: [https://academic.microsoft.com/#/detail/2955994978 https://academic.microsoft.com/#/detail/2955994978] under the license cc-by&lt;br /&gt;
&lt;br /&gt;
* [https://www.mdpi.com/2076-3417/9/13/2595 https://www.mdpi.com/2076-3417/9/13/2595],&lt;br /&gt;
: [https://doaj.org/toc/2076-3417 https://doaj.org/toc/2076-3417]&lt;br /&gt;
&lt;br /&gt;
* [https://www.mdpi.com/2076-3417/9/13/2595/pdf https://www.mdpi.com/2076-3417/9/13/2595/pdf],&lt;br /&gt;
: [http://dx.doi.org/10.3390/app9132595 http://dx.doi.org/10.3390/app9132595]&lt;br /&gt;
&lt;br /&gt;
 under the license https://creativecommons.org/licenses/by/4.0/&lt;/div&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

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