https://www.scipedia.com/wd/index.php?action=history&feed=atom&title=Fuchida_2009aFuchida 2009a - Revision history2026-04-18T17:15:54ZRevision history for this page on the wikiMediaWiki 1.27.0-wmf.10https://www.scipedia.com/wd/index.php?title=Fuchida_2009a&diff=196433&oldid=prevScipediacontent: Scipediacontent moved page Draft Content 815337662 to Fuchida 2009a2021-02-01T15:30:33Z<p>Scipediacontent moved page <a href="/public/Draft_Content_815337662" class="mw-redirect" title="Draft Content 815337662">Draft Content 815337662</a> to <a href="/public/Fuchida_2009a" title="Fuchida 2009a">Fuchida 2009a</a></p>
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</td></tr></table>Scipediacontenthttps://www.scipedia.com/wd/index.php?title=Fuchida_2009a&diff=196432&oldid=prevScipediacontent: Created page with " == Abstract == This paper presents a synthetic evaluating method for the seismic behaviour of pipelines during earthquakes. The proposed method consists mainly of three anal..."2021-02-01T15:30:29Z<p>Created page with " == Abstract == This paper presents a synthetic evaluating method for the seismic behaviour of pipelines during earthquakes. The proposed method consists mainly of three anal..."</p>
<p><b>New page</b></p><div><br />
== Abstract ==<br />
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This paper presents a synthetic evaluating method for the seismic behaviour of pipelines during earthquakes. The proposed method consists mainly of three analytical methods, which are the reliability analysis method for lifeline networks, seismic response analysis of surface ground layers and the pseudo static response analysis of buried pipelines. The reliability analysis method for lifeline networks is based on the Monte Carlo method. The seismic response analysis method is two-dimensional effective stress analysis based on Biot’s two-phase mixture theory and Iai’s constitutive equation. The pipeline analysis is based on the beam theory on an elastic foundation and modified transfer matrix method. Numerical computations are performed for models with various conditions of ground and pipes. As a result, axial and lateral response characteristics of pipelines are shown and evaluated by relating with earthquakes, grounds and pipelines conditions.<br />
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== Original document ==<br />
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The different versions of the original document can be found in:<br />
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* [http://www.witpress.com/Secure/elibrary/papers/ERES09/ERES09034FU1.pdf http://www.witpress.com/Secure/elibrary/papers/ERES09/ERES09034FU1.pdf]<br />
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* [http://www.witpress.com/Secure/elibrary/papers/ERES09/ERES09034FU1.pdf http://www.witpress.com/Secure/elibrary/papers/ERES09/ERES09034FU1.pdf],<br />
: [http://dx.doi.org/10.2495/eres090341 http://dx.doi.org/10.2495/eres090341]<br />
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* [https://www.witpress.com/Secure/elibrary/papers/ERES09/ERES09034FU1.pdf https://www.witpress.com/Secure/elibrary/papers/ERES09/ERES09034FU1.pdf],<br />
: [https://www.witpress.com/elibrary/wit-transactions-on-the-built-environment/104/19793 https://www.witpress.com/elibrary/wit-transactions-on-the-built-environment/104/19793],<br />
: [https://academic.microsoft.com/#/detail/1976831254 https://academic.microsoft.com/#/detail/1976831254]</div>Scipediacontent