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Aguiar 2006a - Revision history
2026-04-30T23:23:09Z
Revision history for this page on the wiki
MediaWiki 1.27.0-wmf.10
https://www.scipedia.com/wd/index.php?title=Aguiar_2006a&diff=87971&oldid=prev
Cinmemj: Cinmemj moved page Draft Samper 321819530 to Aguiar 2006a
2018-06-05T14:35:43Z
<p>Cinmemj moved page <a href="/public/Draft_Samper_321819530" class="mw-redirect" title="Draft Samper 321819530">Draft Samper 321819530</a> to <a href="/public/Aguiar_2006a" title="Aguiar 2006a">Aguiar 2006a</a></p>
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<td colspan='1' style="background-color: white; color:black; text-align: center;">Revision as of 14:35, 5 June 2018</td>
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Cinmemj
https://www.scipedia.com/wd/index.php?title=Aguiar_2006a&diff=87970&oldid=prev
Cinmemj at 14:32, 5 June 2018
2018-06-05T14:32:57Z
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<td colspan='2' style="background-color: white; color:black; text-align: center;">Revision as of 14:32, 5 June 2018</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l3015" >Line 3,015:</td>
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<tr><td class='diff-marker'>−</td><td style="color:black; 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>| [[Image:draft_Samper_321819530-monograph-image517.png|center|<del class="diffchange diffchange-inline">400px</del>]]</div></td><td class='diff-marker'>+</td><td style="color:black; 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>| [[Image:draft_Samper_321819530-monograph-image517.png|center|<ins class="diffchange diffchange-inline">500px</ins>]]</div></td></tr>
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<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>|}</div></div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>|}</div></div></td></tr>
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Cinmemj
https://www.scipedia.com/wd/index.php?title=Aguiar_2006a&diff=87969&oldid=prev
Cinmemj at 14:31, 5 June 2018
2018-06-05T14:31:33Z
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<td colspan='2' style="background-color: white; color:black; text-align: center;">Revision as of 14:31, 5 June 2018</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l3012" >Line 3,012:</td>
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<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>El parámetro  [[Image:draft_Samper_321819530-monograph-image516.png|18px]] relaciona el desplazamiento lateral máximo inelástico con respecto al desplazamiento lateral máximo elástico en sistemas de 1 gdl. En otras palabras relaciona los espectros inelásticos de desplazamiento con respecto a los espectros elásticos de desplazamiento. Se obtuvieron espectros inelásticos para ductilidades de 2, 3 y 4. Para la obtención de los espectros se utilizó el programa DEGTRA .</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>El parámetro  [[Image:draft_Samper_321819530-monograph-image516.png|18px]] relaciona el desplazamiento lateral máximo inelástico con respecto al desplazamiento lateral máximo elástico en sistemas de 1 gdl. En otras palabras relaciona los espectros inelásticos de desplazamiento con respecto a los espectros elásticos de desplazamiento. Se obtuvieron espectros inelásticos para ductilidades de 2, 3 y 4. Para la obtención de los espectros se utilizó el programa DEGTRA .</div></td></tr>
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<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>{|</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>{|</div></td></tr>
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<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l3018" >Line 3,018:</td>
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Cinmemj
https://www.scipedia.com/wd/index.php?title=Aguiar_2006a&diff=87968&oldid=prev
Cinmemj at 14:29, 5 June 2018
2018-06-05T14:29:42Z
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<td colspan='2' style="background-color: white; color:black; text-align: center;">Revision as of 14:29, 5 June 2018</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l3015" >Line 3,015:</td>
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<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>{|</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>{|</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>|-</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>|-</div></td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; 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>| [[Image:draft_Samper_321819530-monograph-image517.png|<del class="diffchange diffchange-inline">300px</del>]]</div></td><td class='diff-marker'>+</td><td style="color:black; 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>| [[Image:draft_Samper_321819530-monograph-image517.png|<ins class="diffchange diffchange-inline">center|400px</ins>]]</div></td></tr>
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<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; 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>| [[Image:draft_Samper_321819530-monograph-image518.png|center|<ins class="diffchange diffchange-inline">400px</ins>]]</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>|}</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>|}</div></td></tr>
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<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l3060" >Line 3,060:</td>
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<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div><div class="center" style="width: auto; margin-left: auto; margin-right: auto;"></div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div><div class="center" style="width: auto; margin-left: auto; margin-right: auto;"></div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div><span style="text-align: center; font-size: 75%;">'''Figura 5.6  '''Valores medios de  [[Image:draft_Samper_321819530-monograph-image529.png|18px]] para  [[Image:draft_Samper_321819530-monograph-image531.png|60px]] </span></div></div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div><span style="text-align: center; font-size: 75%;">'''Figura 5.6  '''Valores medios de  [[Image:draft_Samper_321819530-monograph-image529.png|18px]] para  [[Image:draft_Samper_321819530-monograph-image531.png|60px]] </span></div></div></td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; 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;"></del></div></td><td colspan="2"> </td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>==5.6  DESVIACIÓN ESTÁNDAR==</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>==5.6  DESVIACIÓN ESTÁNDAR==</div></td></tr>
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Cinmemj
https://www.scipedia.com/wd/index.php?title=Aguiar_2006a&diff=87967&oldid=prev
Cinmemj at 14:26, 5 June 2018
2018-06-05T14:26:19Z
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<td colspan='2' style="background-color: white; color:black; text-align: center;">Revision as of 14:26, 5 June 2018</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l5962" >Line 5,962:</td>
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<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div><span style="text-align: center; font-size: 75%;">'''Figura 9.25  '''Comparación de curva de fragilidad de la deriva de piso máxima, de estructura 2.</span></div></div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div><span style="text-align: center; font-size: 75%;">'''Figura 9.25  '''Comparación de curva de fragilidad de la deriva de piso máxima, de estructura 2.</span></div></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; 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 style="font-weight: bold; text-decoration: none;"></ins></div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>Se destaca que las curvas de fragilidad, que se indican en las figuras 9.24 y 9.25 corresponden al pórtico 2 de la estructura 2. El pórtico 2 tiene vigas de 20/40. En la dirección perpendicular las vigas son de 20/20 pero las luces son menores. Se aprecia que la curva de fragilidad hallada para la estructura 2 tiene menor comportamiento que la curva de fragilidad hallada para la estructura 1.</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>Se destaca que las curvas de fragilidad, que se indican en las figuras 9.24 y 9.25 corresponden al pórtico 2 de la estructura 2. El pórtico 2 tiene vigas de 20/40. En la dirección perpendicular las vigas son de 20/20 pero las luces son menores. Se aprecia que la curva de fragilidad hallada para la estructura 2 tiene menor comportamiento que la curva de fragilidad hallada para la estructura 1.</div></td></tr>
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Cinmemj
https://www.scipedia.com/wd/index.php?title=Aguiar_2006a&diff=87966&oldid=prev
Cinmemj at 14:14, 5 June 2018
2018-06-05T14:14:43Z
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<td colspan='2' style="background-color: white; color:black; text-align: center;">Revision as of 14:14, 5 June 2018</td>
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Cinmemj
https://www.scipedia.com/wd/index.php?title=Aguiar_2006a&diff=87963&oldid=prev
Cinmemj at 14:13, 5 June 2018
2018-06-05T14:13:50Z
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<td colspan='2' style="background-color: white; color:black; text-align: center;">Revision as of 14:13, 5 June 2018</td>
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<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div><div class="center" style="width: auto; margin-left: auto; margin-right: auto;"></div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div><div class="center" style="width: auto; margin-left: auto; margin-right: auto;"></div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div><span style="text-align: center; font-size: 75%;">'''Figura 9.23  '''Comparación de curva de fragilidad de la deriva de piso máxima de estructura 1.</span></div></div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div><span style="text-align: center; font-size: 75%;">'''Figura 9.23  '''Comparación de curva de fragilidad de la deriva de piso máxima de estructura 1.</span></div></div></td></tr>
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<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>===9.8.5 Curva de fragilidad de Estructura 2===</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>===9.8.5 Curva de fragilidad de Estructura 2===</div></td></tr>
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Cinmemj
https://www.scipedia.com/wd/index.php?title=Aguiar_2006a&diff=87960&oldid=prev
Cinmemj at 14:02, 5 June 2018
2018-06-05T14:02:42Z
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<td colspan='2' style="background-color: white; color:black; text-align: center;">← Older revision</td>
<td colspan='2' style="background-color: white; color:black; text-align: center;">Revision as of 14:02, 5 June 2018</td>
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<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l5138" >Line 5,138:</td>
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<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l5144" >Line 5,144:</td>
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<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l5150" >Line 5,150:</td>
<td colspan="2" class="diff-lineno">Line 5,151:</td></tr>
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<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div><div class="center" style="width: auto; margin-left: auto; margin-right: auto;"></div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div><div class="center" style="width: auto; margin-left: auto; margin-right: auto;"></div></td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; 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"> </del>[[<del class="diffchange diffchange-inline">Image</del>:<del class="diffchange diffchange-inline">draft_Samper_321819530</del>-<del class="diffchange diffchange-inline">monograph-image714</del>.png<del class="diffchange diffchange-inline">|600px</del>]] </div></div></td><td class='diff-marker'>+</td><td style="color:black; 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">File</ins>:<ins class="diffchange diffchange-inline">Draft_Samper_321819530_8616_Fig9</ins>-<ins class="diffchange diffchange-inline">8</ins>.png]]</div></div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div><div class="center" style="width: auto; margin-left: auto; margin-right: auto;"></div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div><div class="center" style="width: auto; margin-left: auto; margin-right: auto;"></div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div><span style="text-align: center; font-size: 75%;">'''Figura 9.8  '''Curvas de fragilidad para estructuras de 6 piso.</span></div></div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div><span style="text-align: center; font-size: 75%;">'''Figura 9.8  '''Curvas de fragilidad para estructuras de 6 piso.</span></div></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; 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 style="font-weight: bold; text-decoration: none;"></ins></div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>En la tabla 9.5, se indica el valor medio y la desviación estándar de las derivas máximas de piso, para los cuatro niveles de daño. En base a estos valores se obtuvieron las curvas de fragilidad, que se han mostrado en las figuras 9.3 a 9.8.</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>En la tabla 9.5, se indica el valor medio y la desviación estándar de las derivas máximas de piso, para los cuatro niveles de daño. En base a estos valores se obtuvieron las curvas de fragilidad, que se han mostrado en las figuras 9.3 a 9.8.</div></td></tr>
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Cinmemj
https://www.scipedia.com/wd/index.php?title=Aguiar_2006a&diff=87953&oldid=prev
Cinmemj at 13:45, 5 June 2018
2018-06-05T13:45:22Z
<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 style='vertical-align: top;' lang='en'>
<td colspan='2' style="background-color: white; color:black; text-align: center;">← Older revision</td>
<td colspan='2' style="background-color: white; color:black; text-align: center;">Revision as of 13:45, 5 June 2018</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l3839" >Line 3,839:</td>
<td colspan="2" class="diff-lineno">Line 3,839:</td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>Una vez que se determina la deriva máxima de piso, ante una acción sísmica dada se puede inferir el desempeño de la misma, utilizando los valores recomendados por Ghobarah (2004) o por el comité VISION 2000 (1995). También se puede encontrar el desempeño utilizando las curvas de fragilidad, que se indican en el capítulo 9 de este libro, para cuatro niveles de daño denominadas: leve, moderado, extensivo y completo.</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>Una vez que se determina la deriva máxima de piso, ante una acción sísmica dada se puede inferir el desempeño de la misma, utilizando los valores recomendados por Ghobarah (2004) o por el comité VISION 2000 (1995). También se puede encontrar el desempeño utilizando las curvas de fragilidad, que se indican en el capítulo 9 de este libro, para cuatro niveles de daño denominadas: leve, moderado, extensivo y completo.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; 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">:'''</del>7.2  PARÁMETRO <del class="diffchange diffchange-inline">''' </del>[[Image:draft_Samper_321819530-monograph-image614.png|18px]]</div></td><td class='diff-marker'>+</td><td style="color:black; 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">==</ins>7.2  PARÁMETRO <ins class="diffchange diffchange-inline"> </ins>[[Image:draft_Samper_321819530-monograph-image614.png|18px]]<ins class="diffchange diffchange-inline">==</ins></div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>En el capítulo 3, se encontró que la ecuación que mejor se ajusta a los resultados obtenidos, al analizar 60 estructuras de 1 a 6 pisos, en las cuales se calculó  [[Image:draft_Samper_321819530-monograph-image615.png|18px]] es la siguiente:</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>En el capítulo 3, se encontró que la ecuación que mejor se ajusta a los resultados obtenidos, al analizar 60 estructuras de 1 a 6 pisos, en las cuales se calculó  [[Image:draft_Samper_321819530-monograph-image615.png|18px]] es la siguiente:</div></td></tr>
<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l3855" >Line 3,855:</td>
<td colspan="2" class="diff-lineno">Line 3,855:</td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>Donde  [[Image:draft_Samper_321819530-monograph-image617.png|18px]] es el número de pisos. Se recuerda que  [[Image:draft_Samper_321819530-monograph-image615.png|18px]] es el parámetro que permite obtener el desplazamiento lateral máximo, en la cubierta, en un sistema de múltiples grados de libertad a partir del desplazamiento lateral máximo de un sistema de 1 gdl. La ecuación ( 7.2 ) fue propuesta por Algan (1982).</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>Donde  [[Image:draft_Samper_321819530-monograph-image617.png|18px]] es el número de pisos. Se recuerda que  [[Image:draft_Samper_321819530-monograph-image615.png|18px]] es el parámetro que permite obtener el desplazamiento lateral máximo, en la cubierta, en un sistema de múltiples grados de libertad a partir del desplazamiento lateral máximo de un sistema de 1 gdl. La ecuación ( 7.2 ) fue propuesta por Algan (1982).</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; 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">:'''</del>7.3  PARÁMETRO <del class="diffchange diffchange-inline">''' </del>[[Image:draft_Samper_321819530-monograph-image618.png|18px]]</div></td><td class='diff-marker'>+</td><td style="color:black; 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">==</ins>7.3  PARÁMETRO [[Image:draft_Samper_321819530-monograph-image618.png|18px]]<ins class="diffchange diffchange-inline">==</ins></div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>Se analizaron 120 estructuras de hormigón armado de 1 a 10 pisos ante la acción de 32 acelerogramas, de sismos registrados en Colombia, Ecuador, Perú, Argentina y Chile. De tal manera que se obtuvieron 3840 valores del parámetro  [[Image:draft_Samper_321819530-monograph-image619.png|18px]] . En el capítulo 4, se detalla el trabajo realizado, sin embargo se destaca que se realizó un análisis no lineal dinámico, de cada uno de los 3840 casos y se hallo la relación entre la deriva máxima de piso y la deriva global y la ecuación que mejor se aproxima a los resultados obtenidos es:</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>Se analizaron 120 estructuras de hormigón armado de 1 a 10 pisos ante la acción de 32 acelerogramas, de sismos registrados en Colombia, Ecuador, Perú, Argentina y Chile. De tal manera que se obtuvieron 3840 valores del parámetro  [[Image:draft_Samper_321819530-monograph-image619.png|18px]] . En el capítulo 4, se detalla el trabajo realizado, sin embargo se destaca que se realizó un análisis no lineal dinámico, de cada uno de los 3840 casos y se hallo la relación entre la deriva máxima de piso y la deriva global y la ecuación que mejor se aproxima a los resultados obtenidos es:</div></td></tr>
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Cinmemj
https://www.scipedia.com/wd/index.php?title=Aguiar_2006a&diff=87952&oldid=prev
Cinmemj at 13:43, 5 June 2018
2018-06-05T13:43:58Z
<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 style='vertical-align: top;' lang='en'>
<td colspan='2' style="background-color: white; color:black; text-align: center;">← Older revision</td>
<td colspan='2' style="background-color: white; color:black; text-align: center;">Revision as of 13:43, 5 June 2018</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l3346" >Line 3,346:</td>
<td colspan="2" class="diff-lineno">Line 3,346:</td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>En este trabajo se determina el parámetro  [[Image:draft_Samper_321819530-monograph-image334.png|18px]], a partir del análisis sísmico de 72 estructuras que responden a la forma como se construye en el Ecuador, ante la acción de 27 registros sísmicos de: Colombia ( 9), Ecuador (1), Perú (7), Chile (8) y Argentina (2). De esta forma se calibra el parámetro  [[Image:draft_Samper_321819530-monograph-image334.png|18px]] para ser utilizado en futuros estudios de vulnerabilidad sísmica de estructuras situadas en Sur América y que tengan similares características a las aquí analizadas.</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>En este trabajo se determina el parámetro  [[Image:draft_Samper_321819530-monograph-image334.png|18px]], a partir del análisis sísmico de 72 estructuras que responden a la forma como se construye en el Ecuador, ante la acción de 27 registros sísmicos de: Colombia ( 9), Ecuador (1), Perú (7), Chile (8) y Argentina (2). De esta forma se calibra el parámetro  [[Image:draft_Samper_321819530-monograph-image334.png|18px]] para ser utilizado en futuros estudios de vulnerabilidad sísmica de estructuras situadas en Sur América y que tengan similares características a las aquí analizadas.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; 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">:'''</del>6.2  PARÁMETRO <del class="diffchange diffchange-inline">''' </del>[[Image:draft_Samper_321819530-monograph-image585.png|18px]]</div></td><td class='diff-marker'>+</td><td style="color:black; 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">==</ins>6.2  PARÁMETRO [[Image:draft_Samper_321819530-monograph-image585.png|18px]]<ins class="diffchange diffchange-inline">==</ins></div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>Se había definido la deriva global  [[Image:draft_Samper_321819530-monograph-image586.png|18px]] como la relación entre el desplazamiento lateral máximo  [[Image:draft_Samper_321819530-monograph-image587.png|18px]] con respecto a la altura total del edificio y la deriva máxima de piso  [[Image:draft_Samper_321819530-monograph-image588.png|12px]] como el mayor valor de las derivas de cada piso las mismas que se obtienen dividiendo el desplazamiento relativo de piso para la altura del entrepiso. El parámetro  [[Image:draft_Samper_321819530-monograph-image589.png|18px]] , se define de la siguiente manera:</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>Se había definido la deriva global  [[Image:draft_Samper_321819530-monograph-image586.png|18px]] como la relación entre el desplazamiento lateral máximo  [[Image:draft_Samper_321819530-monograph-image587.png|18px]] con respecto a la altura total del edificio y la deriva máxima de piso  [[Image:draft_Samper_321819530-monograph-image588.png|12px]] como el mayor valor de las derivas de cada piso las mismas que se obtienen dividiendo el desplazamiento relativo de piso para la altura del entrepiso. El parámetro  [[Image:draft_Samper_321819530-monograph-image589.png|18px]] , se define de la siguiente manera:</div></td></tr>
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Cinmemj