https://www.scipedia.com/wd/index.php?action=history&feed=atom&title=Karamanos_et_al_2014bKaramanos et al 2014b - Revision history2026-05-08T03:18:02ZRevision history for this page on the wikiMediaWiki 1.27.0-wmf.10https://www.scipedia.com/wd/index.php?title=Karamanos_et_al_2014b&diff=202265&oldid=prevScipediacontent: Scipediacontent moved page Draft Content 460120800 to Karamanos et al 2014b2021-02-02T05:27:25Z<p>Scipediacontent moved page <a href="/public/Draft_Content_460120800" class="mw-redirect" title="Draft Content 460120800">Draft Content 460120800</a> to <a href="/public/Karamanos_et_al_2014b" title="Karamanos et al 2014b">Karamanos et al 2014b</a></p>
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</td></tr></table>Scipediacontenthttps://www.scipedia.com/wd/index.php?title=Karamanos_et_al_2014b&diff=202264&oldid=prevScipediacontent: Created page with " == Abstract == The present paper provides an overview of available tools and provisions for the structural analysis and design of buried welded (continuous) steel water pipe..."2021-02-02T05:27:19Z<p>Created page with " == Abstract == The present paper provides an overview of available tools and provisions for the structural analysis and design of buried welded (continuous) steel water pipe..."</p>
<p><b>New page</b></p><div><br />
== Abstract ==<br />
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The present paper provides an overview of available tools and provisions for the structural analysis and design of buried welded (continuous) steel water pipelines in seismic areas, subjected to earthquake action. Both transient and permanent ground actions (coming from tectonic faults, landslides and liquefaction-induced lateral spreading) are considered. Specific issues are discussed on the modelling of the interacting pipeline-soil system using either simple analytical models or nonlinear finite elements, and their main advantages and disadvantages are pin-pointed. Subsequently, the resistance of buried pipelines is discussed, with emphasis on possible failure modes. Finally, possible mitigations measures for reducing seismic effects are discussed, for the safe operation of steel water pipelines against seismic hazard.<br />
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== Original document ==<br />
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The different versions of the original document can be found in:<br />
<br />
* [http://pdfs.semanticscholar.org/435b/b97f91dc276a54d8ab3aed3ea88763d1ada9.pdf http://pdfs.semanticscholar.org/435b/b97f91dc276a54d8ab3aed3ea88763d1ada9.pdf]<br />
<br />
* [http://ascelibrary.org/doi/pdf/10.1061/9780784413692.091 http://ascelibrary.org/doi/pdf/10.1061/9780784413692.091],<br />
: [http://dx.doi.org/10.1061/9780784413692.091 http://dx.doi.org/10.1061/9780784413692.091]<br />
<br />
* [http://www.nwpipe.com/wp-content/uploads/2014/10/Seismic-design-of-buried-steel-water-pipelines-2014.pdf http://www.nwpipe.com/wp-content/uploads/2014/10/Seismic-design-of-buried-steel-water-pipelines-2014.pdf],<br />
: [https://ascelibrary.org/doi/pdf/10.1061/9780784413692.091 https://ascelibrary.org/doi/pdf/10.1061/9780784413692.091],<br />
: [https://core.ac.uk/display/132811565 https://core.ac.uk/display/132811565],<br />
: [https://ir.lib.uth.gr/xmlui/handle/11615/29008 https://ir.lib.uth.gr/xmlui/handle/11615/29008],<br />
: [http://ir.lib.uth.gr/handle/11615/29008?locale-attribute=en http://ir.lib.uth.gr/handle/11615/29008?locale-attribute=en],<br />
: [https://academic.microsoft.com/#/detail/2172112660 https://academic.microsoft.com/#/detail/2172112660]</div>Scipediacontent