https://www.scipedia.com/wd/index.php?action=history&feed=atom&title=Fuchida_2015aFuchida 2015a - Revision history2026-04-17T03:47:29ZRevision history for this page on the wikiMediaWiki 1.27.0-wmf.10https://www.scipedia.com/wd/index.php?title=Fuchida_2015a&diff=204056&oldid=prevScipediacontent: Scipediacontent moved page Draft Content 619488574 to Fuchida 2015a2021-02-03T14:42:44Z<p>Scipediacontent moved page <a href="/public/Draft_Content_619488574" class="mw-redirect" title="Draft Content 619488574">Draft Content 619488574</a> to <a href="/public/Fuchida_2015a" title="Fuchida 2015a">Fuchida 2015a</a></p>
<table class="diff diff-contentalign-left" data-mw="interface">
<tr style='vertical-align: top;' lang='en'>
<td colspan='1' style="background-color: white; color:black; text-align: center;">← Older revision</td>
<td colspan='1' style="background-color: white; color:black; text-align: center;">Revision as of 14:42, 3 February 2021</td>
</tr><tr><td colspan='2' style='text-align: center;' lang='en'><div class="mw-diff-empty">(No difference)</div>
</td></tr></table>Scipediacontenthttps://www.scipedia.com/wd/index.php?title=Fuchida_2015a&diff=204055&oldid=prevScipediacontent: Created page with " == Abstract == This paper aims to investigate seismic response behavior of buried pipelines subjected to large ground displacements during huge earthquakes and evaluate the..."2021-02-03T14:42:41Z<p>Created page with " == Abstract == This paper aims to investigate seismic response behavior of buried pipelines subjected to large ground displacements during huge earthquakes and evaluate the..."</p>
<p><b>New page</b></p><div><br />
== Abstract ==<br />
<br />
This paper aims to investigate seismic response behavior of buried pipelines subjected to large ground displacements during huge earthquakes and evaluate the response characteristics of them for various conditions of ground and pipelines. The seismic response analysis method for surface ground layers uses 2-dimensional effective stress analysis based on Biot’s two phase mixture theory and Iai’s constitutive equation. The pipeline analysis is based on a beam theory on an elastic foundation and modified transfer matrix method. Numerical computations are performed for various models with changing conditions of ground and pipes. As a result, axial and lateral response characteristics of pipelines are shown and evaluated by relating with earthquakes, ground and pipelines conditions.<br />
<br />
<br />
== Original document ==<br />
<br />
The different versions of the original document can be found in:<br />
<br />
* [http://www.witpress.com/Secure/elibrary/papers/ERES15/ERES15018FU1.pdf http://www.witpress.com/Secure/elibrary/papers/ERES15/ERES15018FU1.pdf]<br />
<br />
* [http://www.witpress.com/Secure/elibrary/papers/ERES15/ERES15018FU1.pdf http://www.witpress.com/Secure/elibrary/papers/ERES15/ERES15018FU1.pdf],<br />
: [http://dx.doi.org/10.2495/eres150181 http://dx.doi.org/10.2495/eres150181]<br />
<br />
* [https://www.witpress.com/Secure/elibrary/papers/ERES15/ERES15018FU1.pdf https://www.witpress.com/Secure/elibrary/papers/ERES15/ERES15018FU1.pdf],<br />
: [https://www.witpress.com/elibrary/wit-transactions-on-the-built-environment/152/34472 https://www.witpress.com/elibrary/wit-transactions-on-the-built-environment/152/34472],<br />
: [https://academic.microsoft.com/#/detail/2282411573 https://academic.microsoft.com/#/detail/2282411573]</div>Scipediacontent