https://www.scipedia.com/wd/index.php?action=history&feed=atom&title=Cervera_Hinton_1987a 2026-07-14T03:17:02Z Revision history for this page on the wiki MediaWiki 1.27.0-wmf.10 https://www.scipedia.com/wd/index.php?title=Cervera_Hinton_1987a&diff=58705&oldid=prev 2017-06-19T13:58:40Z

<p>Scipediacontent moved page <a href="/public/Draft_Content_720276280" class="mw-redirect" title="Draft Content 720276280">Draft Content 720276280</a> to <a href="/public/Cervera_Hinton_1987a" title="Cervera Hinton 1987a">Cervera Hinton 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 13:58, 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=Cervera_Hinton_1987a&diff=58666&oldid=prev 2017-06-19T13:57:27Z

<p>Created page with &quot;== Abstract == In this paper, a three dimensional computational model for the nonlinear transient dynamic analysis of reinforced concrete structures is presented. The model c...&quot;</p> <p><b>New page</b></p><div>== Abstract ==<br /> <br /> In this paper, a three dimensional computational model for the nonlinear transient dynamic analysis of reinforced concrete structures is presented. The model considers the discretization in the time domain of the equation of equilibrium (direct integration), the spatial discretization (isoparametric solid elements with reinforcement), and a constitutive model which includes cracking in tensión, viscoplasticity and crushing in compression, strain-rate sensitivity and strength degradation due to accumulated damage.<br /> <br /> == Full document ==<br /> &lt;pdf&gt;Media:draft_Content_720276280RR031E.pdf&lt;/pdf&gt;</div>

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