https://www.geopsy.org/wiki/index.php?action=history&feed=atom&title=User%3AClotaire_Michel 2026-04-22T19:07:13Z Revision history for this page on the wiki MediaWiki 1.34.1 https://www.geopsy.org/wiki/index.php?title=User:Clotaire_Michel&diff=3199&oldid=prev 2011-10-29T20:18:16Z

<p></p> <table class="diff diff-contentalign-left" data-mw="interface"> <col class="diff-marker" /> <col class="diff-content" /> <col class="diff-marker" /> <col class="diff-content" /> <tr class="diff-title" lang="en"> <td colspan="2" style="background-color: #fff; color: #222; text-align: center;">← Older revision</td> <td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 20:18, 29 October 2011</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1" >Line 1:</td> <td colspan="2" class="diff-lineno">Line 1:</td></tr> <tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Engineer &quot;Ecole des Mines de Nancy&quot; major Geo-Engineering, PhD in Geophysics in Université J. Fourier Grenoble on the application of ambient vibration recordings in buildings for the study of seismic risk.</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Engineer &quot;Ecole des Mines de Nancy&quot; major Geo-Engineering, PhD in Geophysics in Université J. Fourier Grenoble on the application of ambient vibration recordings in buildings for the study of seismic risk.</div></td></tr> <tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Currently working in the Swiss Seismological Service (ETH Zürich) on the Strong Motion Network Renewal.</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Currently working in the Swiss Seismological Service (ETH Zürich) on the Strong Motion Network Renewal.</div></td></tr> <tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><del class="diffchange diffchange-inline">Main Publications</del>:</div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div> </div></td></tr> <tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>Michel C., <del class="diffchange diffchange-inline">Guéguen </del>P. <del class="diffchange diffchange-inline">“ Time–Frequency Analysis </del>of <del class="diffchange diffchange-inline">Small Frequency Variations in Civil </del>Engineering <del class="diffchange diffchange-inline">Structures Under Weak </del>and <del class="diffchange diffchange-inline">Strong Motions Using a Reassignment Method”, </del>Structural <del class="diffchange diffchange-inline">Health Monitoring</del>, <del class="diffchange diffchange-inline">9</del>(<del class="diffchange diffchange-inline">2</del>), <del class="diffchange diffchange-inline">159</del>-<del class="diffchange diffchange-inline">171</del>, <del class="diffchange diffchange-inline">March 2010</del>.  </div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">Selection of publications</ins>:</div></td></tr> <tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>Michel C., Guéguen P., El Arem S., Mazars J., Kotronis P. “Full Scale Dynamic Response of a RC Building under Weak Seismic Motions Using Earthquake Recordings, Ambient Vibrations and Modelling”, Earthquake Engineering and Structural Dynamics, <del class="diffchange diffchange-inline">in press.</del></div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>Michel C., <ins class="diffchange diffchange-inline">Zapico B., Lestuzzi </ins>P.<ins class="diffchange diffchange-inline">, Molina F., Weber F. “Quantification </ins>of <ins class="diffchange diffchange-inline">fundamental frequency drop for unreinforced masonry buildings from dynamic tests”, Earthquake </ins>Engineering and Structural <ins class="diffchange diffchange-inline">Dynamics</ins>, <ins class="diffchange diffchange-inline">40</ins>(<ins class="diffchange diffchange-inline">11</ins>), <ins class="diffchange diffchange-inline">1283</ins>-<ins class="diffchange diffchange-inline">1296</ins>, <ins class="diffchange diffchange-inline">September 2011</ins>.  </div></td></tr> <tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><del class="diffchange diffchange-inline">Guéguen P., Jolivet V., Michel C., Schveitzer A.-S. “Comparison of velocimeter and coherent LIDAR measurements for building frequency assessment”, Bulletin of Earthquake Engineering, 8</del>(<del class="diffchange diffchange-inline">2</del>), <del class="diffchange diffchange-inline">327</del>-<del class="diffchange diffchange-inline">338</del>, <del class="diffchange diffchange-inline">April </del>2010.</div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div> </div></td></tr> <tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>Michel C., Guéguen P., El Arem S., Mazars J., Kotronis P. “Full Scale Dynamic Response of a RC Building under Weak Seismic Motions Using Earthquake Recordings, Ambient Vibrations and Modelling”, Earthquake Engineering and Structural Dynamics, <ins class="diffchange diffchange-inline">39</ins>(<ins class="diffchange diffchange-inline">4</ins>), <ins class="diffchange diffchange-inline">419</ins>-<ins class="diffchange diffchange-inline">441</ins>, 2010.</div></td></tr> <tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div> </div></td></tr> <tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Michel C., Guéguen P., Bard P.Y. “Dynamic parameters of structures extracted from ambient vibration: an aid for the seismic vulnerability assessment of existing buildings”, Soil Dynamics and Earthquake Engineering, 28(8), (593-604), August 2008.</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Michel C., Guéguen P., Bard P.Y. “Dynamic parameters of structures extracted from ambient vibration: an aid for the seismic vulnerability assessment of existing buildings”, Soil Dynamics and Earthquake Engineering, 28(8), (593-604), August 2008.</div></td></tr> <tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><del style="font-weight: bold; text-decoration: none;">Guéguen P., Michel C., LeCorre L. “A simplified approach for vulnerability assessment in moderate-to-low seismic hazard regions: application to Grenoble (France)”, Bulletin of Earthquake Engineering, 5(3), 467-490, August 2007.</del></div></td><td colspan="2"> </td></tr> </table>

Clotaire Michel https://www.geopsy.org/wiki/index.php?title=User:Clotaire_Michel&diff=566&oldid=prev 2010-03-05T15:01:36Z

<p>Creating user page with biography of new user.</p> <p><b>New page</b></p><div>Engineer &quot;Ecole des Mines de Nancy&quot; major Geo-Engineering, PhD in Geophysics in Université J. Fourier Grenoble on the application of ambient vibration recordings in buildings for the study of seismic risk.<br /> Currently working in the Swiss Seismological Service (ETH Zürich) on the Strong Motion Network Renewal.<br /> Main Publications:<br /> Michel C., Guéguen P. “ Time–Frequency Analysis of Small Frequency Variations in Civil Engineering Structures Under Weak and Strong Motions Using a Reassignment Method”, Structural Health Monitoring, 9(2), 159-171, March 2010. <br /> Michel C., Guéguen P., El Arem S., Mazars J., Kotronis P. “Full Scale Dynamic Response of a RC Building under Weak Seismic Motions Using Earthquake Recordings, Ambient Vibrations and Modelling”, Earthquake Engineering and Structural Dynamics, in press.<br /> Guéguen P., Jolivet V., Michel C., Schveitzer A.-S. “Comparison of velocimeter and coherent LIDAR measurements for building frequency assessment”, Bulletin of Earthquake Engineering, 8(2), 327-338, April 2010.<br /> Michel C., Guéguen P., Bard P.Y. “Dynamic parameters of structures extracted from ambient vibration: an aid for the seismic vulnerability assessment of existing buildings”, Soil Dynamics and Earthquake Engineering, 28(8), (593-604), August 2008.<br /> Guéguen P., Michel C., LeCorre L. “A simplified approach for vulnerability assessment in moderate-to-low seismic hazard regions: application to Grenoble (France)”, Bulletin of Earthquake Engineering, 5(3), 467-490, August 2007.</div>

Admin