https://www.scipedia.com/wd/index.php?action=history&feed=atom&title=Barbat_et_al_1987a 2026-04-18T11:41:17Z Revision history for this page on the wiki MediaWiki 1.27.0-wmf.10 https://www.scipedia.com/wd/index.php?title=Barbat_et_al_1987a&diff=58677&oldid=prev 2017-06-19T13:57:51Z

<p>Scipediacontent moved page <a href="/public/Draft_Content_999506067" class="mw-redirect" title="Draft Content 999506067">Draft Content 999506067</a> to <a href="/public/Barbat_et_al_1987a" title="Barbat et al 1987a">Barbat et al 1987a</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 13:57, 19 June 2017</td> </tr><tr><td colspan='2' style='text-align: center;' lang='en'><div class="mw-diff-empty">(No difference)</div> </td></tr></table>

Scipediacontent https://www.scipedia.com/wd/index.php?title=Barbat_et_al_1987a&diff=58638&oldid=prev 2017-06-19T13:56:34Z

<p>Created page with &quot;== Abstract == A procedure for computing the dynamic response of elastic linear structure is developed. The method is based on the state representation the equations of motio...&quot;</p> <p><b>New page</b></p><div>== Abstract ==<br /> <br /> A procedure for computing the dynamic response of elastic linear structure is developed. The method is based on the state representation the equations of motion. The algorithm stability and accuracy compare favourably with those of step-by-step integration procedures. The proposed approach does not require any restriction on the type of dampingmatrix. The methodology isillustrated by two examples: seismic response of a dam and calculation of a building structure.<br /> <br /> == Full document ==<br /> &lt;pdf&gt;Media:draft_Content_999506067RR033A.pdf&lt;/pdf&gt;</div>

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