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		<id>https://www.scipedia.com/wd/index.php?action=history&amp;feed=atom&amp;title=Frechilla_et_al_2017a</id>
		<title>Frechilla et al 2017a - Revision history</title>
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		<updated>2026-04-26T07:09:10Z</updated>
		<subtitle>Revision history for this page on the wiki</subtitle>
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	<entry>
		<id>https://www.scipedia.com/wd/index.php?title=Frechilla_et_al_2017a&amp;diff=65475&amp;oldid=prev</id>
		<title>Rimni at 12:54, 6 September 2017</title>
		<link rel="alternate" type="text/html" href="https://www.scipedia.com/wd/index.php?title=Frechilla_et_al_2017a&amp;diff=65475&amp;oldid=prev"/>
				<updated>2017-09-06T12:54:32Z</updated>
		
		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left&quot; data-mw=&quot;interface&quot;&gt;
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				&lt;td colspan='2' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan='2' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;Revision as of 12:54, 6 September 2017&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l692&quot; &gt;Line 692:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 692:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador13'&amp;gt;&amp;lt;/span&amp;gt;[6] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de las masas modales de una estructura en servicio mediante transformación en el espacio de estados, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 33(1) (2017) 123-128. DOI: https://doi.org/10.1016/j.rimni.2016.02.002&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador13'&amp;gt;&amp;lt;/span&amp;gt;[6] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de las masas modales de una estructura en servicio mediante transformación en el espacio de estados, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 33(1) (2017) 123-128. DOI: https://doi.org/10.1016/j.rimni.2016.02.002&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador14'&amp;gt;&amp;lt;/span&amp;gt;[7] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de parámetros modales de estructuras civiles a partir de la función de respuesta en frecuencia, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. (&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;2016&lt;/del&gt;). DOI: http://doi.org/10.1016/j.rimni.2016.02.001.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador14'&amp;gt;&amp;lt;/span&amp;gt;[7] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de parámetros modales de estructuras civiles a partir de la función de respuesta en frecuencia, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;33 &lt;/ins&gt;(&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;3-4&lt;/ins&gt;) &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;(2017) 197-203&lt;/ins&gt;. DOI: http://doi.org/10.1016/j.rimni.2016.02.001.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador8_b'&amp;gt;&amp;lt;/span&amp;gt;[8] B. Caesar, Updating system matrices using modal test data, Procedings of the 5th International Modal Analysis Conference, London. (1987) 453-459.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador8_b'&amp;gt;&amp;lt;/span&amp;gt;[8] B. Caesar, Updating system matrices using modal test data, Procedings of the 5th International Modal Analysis Conference, London. (1987) 453-459.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;

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		<author><name>Rimni</name></author>	</entry>

	<entry>
		<id>https://www.scipedia.com/wd/index.php?title=Frechilla_et_al_2017a&amp;diff=65474&amp;oldid=prev</id>
		<title>Rimni at 12:52, 6 September 2017</title>
		<link rel="alternate" type="text/html" href="https://www.scipedia.com/wd/index.php?title=Frechilla_et_al_2017a&amp;diff=65474&amp;oldid=prev"/>
				<updated>2017-09-06T12:52:17Z</updated>
		
		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left&quot; data-mw=&quot;interface&quot;&gt;
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				&lt;td colspan='2' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan='2' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;Revision as of 12:52, 6 September 2017&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l690&quot; &gt;Line 690:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 690:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador12'&amp;gt;&amp;lt;/span&amp;gt;[5] J. De Sebastián, Análisis del Estado Límite de Servicio y Control de Vibraciones en pasarelas peatonales, Tesis Doctoral, Universidad de Valladolid, 2014.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador12'&amp;gt;&amp;lt;/span&amp;gt;[5] J. De Sebastián, Análisis del Estado Límite de Servicio y Control de Vibraciones en pasarelas peatonales, Tesis Doctoral, Universidad de Valladolid, 2014.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador13'&amp;gt;&amp;lt;/span&amp;gt;[6] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de las masas modales de una estructura en servicio mediante transformación en el espacio de estados, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 33(1) (2017) 123-128. DOI: &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;[&lt;/del&gt;https://doi.org/10.1016/j.rimni.2016.02.002&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;]&lt;/del&gt;&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador13'&amp;gt;&amp;lt;/span&amp;gt;[6] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de las masas modales de una estructura en servicio mediante transformación en el espacio de estados, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 33(1) (2017) 123-128. DOI: https://doi.org/10.1016/j.rimni.2016.02.002&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador14'&amp;gt;&amp;lt;/span&amp;gt;[7] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de parámetros modales de estructuras civiles a partir de la función de respuesta en frecuencia, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. (2016). DOI: &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;[http://dx.doi.org/&lt;/del&gt;http://doi.org/10.1016/j.rimni.2016.02.001&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;]&lt;/del&gt;.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador14'&amp;gt;&amp;lt;/span&amp;gt;[7] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de parámetros modales de estructuras civiles a partir de la función de respuesta en frecuencia, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. (2016). DOI: http://doi.org/10.1016/j.rimni.2016.02.001.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador8_b'&amp;gt;&amp;lt;/span&amp;gt;[8] B. Caesar, Updating system matrices using modal test data, Procedings of the 5th International Modal Analysis Conference, London. (1987) 453-459.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador8_b'&amp;gt;&amp;lt;/span&amp;gt;[8] B. Caesar, Updating system matrices using modal test data, Procedings of the 5th International Modal Analysis Conference, London. (1987) 453-459.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;

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		<author><name>Rimni</name></author>	</entry>

	<entry>
		<id>https://www.scipedia.com/wd/index.php?title=Frechilla_et_al_2017a&amp;diff=65473&amp;oldid=prev</id>
		<title>Rimni at 12:50, 6 September 2017</title>
		<link rel="alternate" type="text/html" href="https://www.scipedia.com/wd/index.php?title=Frechilla_et_al_2017a&amp;diff=65473&amp;oldid=prev"/>
				<updated>2017-09-06T12:50:56Z</updated>
		
		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left&quot; data-mw=&quot;interface&quot;&gt;
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				&lt;td colspan='2' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan='2' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;Revision as of 12:50, 6 September 2017&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l690&quot; &gt;Line 690:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 690:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador12'&amp;gt;&amp;lt;/span&amp;gt;[5] J. De Sebastián, Análisis del Estado Límite de Servicio y Control de Vibraciones en pasarelas peatonales, Tesis Doctoral, Universidad de Valladolid, 2014.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador12'&amp;gt;&amp;lt;/span&amp;gt;[5] J. De Sebastián, Análisis del Estado Límite de Servicio y Control de Vibraciones en pasarelas peatonales, Tesis Doctoral, Universidad de Valladolid, 2014.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador13'&amp;gt;&amp;lt;/span&amp;gt;[6] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de las masas modales de una estructura en servicio mediante transformación en el espacio de estados, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 33(1) (2017) 123-128. DOI: [&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;http://dx.doi.org/&lt;/del&gt;https://doi.org/10.1016/j.rimni.2016.02.002]&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador13'&amp;gt;&amp;lt;/span&amp;gt;[6] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de las masas modales de una estructura en servicio mediante transformación en el espacio de estados, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 33(1) (2017) 123-128. DOI: [https://doi.org/10.1016/j.rimni.2016.02.002]&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador14'&amp;gt;&amp;lt;/span&amp;gt;[7] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de parámetros modales de estructuras civiles a partir de la función de respuesta en frecuencia, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. (2016). DOI: [http://dx.doi.org/http://doi.org/10.1016/j.rimni.2016.02.001].&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador14'&amp;gt;&amp;lt;/span&amp;gt;[7] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de parámetros modales de estructuras civiles a partir de la función de respuesta en frecuencia, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. (2016). DOI: [http://dx.doi.org/http://doi.org/10.1016/j.rimni.2016.02.001].&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;

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		<author><name>Rimni</name></author>	</entry>

	<entry>
		<id>https://www.scipedia.com/wd/index.php?title=Frechilla_et_al_2017a&amp;diff=65472&amp;oldid=prev</id>
		<title>Rimni at 12:48, 6 September 2017</title>
		<link rel="alternate" type="text/html" href="https://www.scipedia.com/wd/index.php?title=Frechilla_et_al_2017a&amp;diff=65472&amp;oldid=prev"/>
				<updated>2017-09-06T12:48:30Z</updated>
		
		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left&quot; data-mw=&quot;interface&quot;&gt;
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				&lt;col class='diff-content' /&gt;
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				&lt;tr style='vertical-align: top;' lang='en'&gt;
				&lt;td colspan='2' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan='2' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;Revision as of 12:48, 6 September 2017&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l692&quot; &gt;Line 692:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 692:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador13'&amp;gt;&amp;lt;/span&amp;gt;[6] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de las masas modales de una estructura en servicio mediante transformación en el espacio de estados, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 33(1) (2017) 123-128. DOI: [http://dx.doi.org/https://doi.org/10.1016/j.rimni.2016.02.002]&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador13'&amp;gt;&amp;lt;/span&amp;gt;[6] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de las masas modales de una estructura en servicio mediante transformación en el espacio de estados, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 33(1) (2017) 123-128. DOI: [http://dx.doi.org/https://doi.org/10.1016/j.rimni.2016.02.002]&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador14'&amp;gt;&amp;lt;/span&amp;gt;[7] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de parámetros modales de estructuras civiles a partir de la función de respuesta en frecuencia, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. (2016). DOI: [http://dx.doi.org/http://&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;dx.&lt;/del&gt;doi.org/10.1016/j.rimni.2016.02.001].&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador14'&amp;gt;&amp;lt;/span&amp;gt;[7] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de parámetros modales de estructuras civiles a partir de la función de respuesta en frecuencia, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. (2016). DOI: [http://dx.doi.org/http://doi.org/10.1016/j.rimni.2016.02.001].&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador8_b'&amp;gt;&amp;lt;/span&amp;gt;[8] B. Caesar, Updating system matrices using modal test data, Procedings of the 5th International Modal Analysis Conference, London. (1987) 453-459.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador8_b'&amp;gt;&amp;lt;/span&amp;gt;[8] B. Caesar, Updating system matrices using modal test data, Procedings of the 5th International Modal Analysis Conference, London. (1987) 453-459.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;

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		<author><name>Rimni</name></author>	</entry>

	<entry>
		<id>https://www.scipedia.com/wd/index.php?title=Frechilla_et_al_2017a&amp;diff=65471&amp;oldid=prev</id>
		<title>Rimni at 12:45, 6 September 2017</title>
		<link rel="alternate" type="text/html" href="https://www.scipedia.com/wd/index.php?title=Frechilla_et_al_2017a&amp;diff=65471&amp;oldid=prev"/>
				<updated>2017-09-06T12:45:09Z</updated>
		
		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class='diff-marker' /&gt;
				&lt;col class='diff-content' /&gt;
				&lt;col class='diff-marker' /&gt;
				&lt;col class='diff-content' /&gt;
				&lt;tr style='vertical-align: top;' lang='en'&gt;
				&lt;td colspan='2' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan='2' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;Revision as of 12:45, 6 September 2017&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l690&quot; &gt;Line 690:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 690:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador12'&amp;gt;&amp;lt;/span&amp;gt;[5] J. De Sebastián, Análisis del Estado Límite de Servicio y Control de Vibraciones en pasarelas peatonales, Tesis Doctoral, Universidad de Valladolid, 2014.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador12'&amp;gt;&amp;lt;/span&amp;gt;[5] J. De Sebastián, Análisis del Estado Límite de Servicio y Control de Vibraciones en pasarelas peatonales, Tesis Doctoral, Universidad de Valladolid, 2014.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador13'&amp;gt;&amp;lt;/span&amp;gt;[6] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de las masas modales de una estructura en servicio mediante transformación en el espacio de estados, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 33(1) (2017) 123-128. DOI: &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;[https://doi.org/10.1016/j.rimni.2016.02.002]&lt;/del&gt;&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador13'&amp;gt;&amp;lt;/span&amp;gt;[6] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de las masas modales de una estructura en servicio mediante transformación en el espacio de estados, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 33(1) (2017) 123-128. DOI: [http://dx.doi.org/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;https&lt;/ins&gt;://doi.org/10.1016/j.rimni.2016.02.002]&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;#160;&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;[http://dx.doi.org/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;http&lt;/del&gt;://&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;dx.&lt;/del&gt;doi.org/10.1016/j.rimni.2016.02.002]&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;.&lt;/del&gt;&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador14'&amp;gt;&amp;lt;/span&amp;gt;[7] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de parámetros modales de estructuras civiles a partir de la función de respuesta en frecuencia, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. (2016). DOI: [http://dx.doi.org/http://dx.doi.org/10.1016/j.rimni.2016.02.001].&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador14'&amp;gt;&amp;lt;/span&amp;gt;[7] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de parámetros modales de estructuras civiles a partir de la función de respuesta en frecuencia, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. (2016). DOI: [http://dx.doi.org/http://dx.doi.org/10.1016/j.rimni.2016.02.001].&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;

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		<author><name>Rimni</name></author>	</entry>

	<entry>
		<id>https://www.scipedia.com/wd/index.php?title=Frechilla_et_al_2017a&amp;diff=65470&amp;oldid=prev</id>
		<title>Rimni at 12:44, 6 September 2017</title>
		<link rel="alternate" type="text/html" href="https://www.scipedia.com/wd/index.php?title=Frechilla_et_al_2017a&amp;diff=65470&amp;oldid=prev"/>
				<updated>2017-09-06T12:44:03Z</updated>
		
		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left&quot; data-mw=&quot;interface&quot;&gt;
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				&lt;td colspan='2' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan='2' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;Revision as of 12:44, 6 September 2017&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l690&quot; &gt;Line 690:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 690:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador12'&amp;gt;&amp;lt;/span&amp;gt;[5] J. De Sebastián, Análisis del Estado Límite de Servicio y Control de Vibraciones en pasarelas peatonales, Tesis Doctoral, Universidad de Valladolid, 2014.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador12'&amp;gt;&amp;lt;/span&amp;gt;[5] J. De Sebastián, Análisis del Estado Límite de Servicio y Control de Vibraciones en pasarelas peatonales, Tesis Doctoral, Universidad de Valladolid, 2014.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador13'&amp;gt;&amp;lt;/span&amp;gt;[6] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de las masas modales de una estructura en servicio mediante transformación en el espacio de estados, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 33(1) (2017) 123-128. DOI: https://doi.org/10.1016/j.rimni.2016.02.002&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador13'&amp;gt;&amp;lt;/span&amp;gt;[6] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de las masas modales de una estructura en servicio mediante transformación en el espacio de estados, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 33(1) (2017) 123-128. DOI: &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;[&lt;/ins&gt;https://doi.org/10.1016/j.rimni.2016.02.002&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;]&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;[http://dx.doi.org/http://dx.doi.org/10.1016/j.rimni.2016.02.002].&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;[http://dx.doi.org/http://dx.doi.org/10.1016/j.rimni.2016.02.002].&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;

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&lt;/table&gt;</summary>
		<author><name>Rimni</name></author>	</entry>

	<entry>
		<id>https://www.scipedia.com/wd/index.php?title=Frechilla_et_al_2017a&amp;diff=65469&amp;oldid=prev</id>
		<title>Rimni at 12:39, 6 September 2017</title>
		<link rel="alternate" type="text/html" href="https://www.scipedia.com/wd/index.php?title=Frechilla_et_al_2017a&amp;diff=65469&amp;oldid=prev"/>
				<updated>2017-09-06T12:39:45Z</updated>
		
		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class='diff-marker' /&gt;
				&lt;col class='diff-content' /&gt;
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				&lt;tr style='vertical-align: top;' lang='en'&gt;
				&lt;td colspan='2' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan='2' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;Revision as of 12:39, 6 September 2017&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l690&quot; &gt;Line 690:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 690:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador12'&amp;gt;&amp;lt;/span&amp;gt;[5] J. De Sebastián, Análisis del Estado Límite de Servicio y Control de Vibraciones en pasarelas peatonales, Tesis Doctoral, Universidad de Valladolid, 2014.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador12'&amp;gt;&amp;lt;/span&amp;gt;[5] J. De Sebastián, Análisis del Estado Límite de Servicio y Control de Vibraciones en pasarelas peatonales, Tesis Doctoral, Universidad de Valladolid, 2014.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador13'&amp;gt;&amp;lt;/span&amp;gt;[6] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de las masas modales de una estructura en servicio mediante transformación en el espacio de estados, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 33(1) (2017) 123-128. DOI: [http://dx.doi.org/http://dx.doi.org/10.1016/j.rimni.2016.02.002].&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador13'&amp;gt;&amp;lt;/span&amp;gt;[6] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de las masas modales de una estructura en servicio mediante transformación en el espacio de estados, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 33(1) (2017) 123-128. DOI: &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;https://doi.org/10.1016/j.rimni.2016.02.002&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot;&gt;&amp;#160;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;#160;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot;&gt;&amp;#160;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;[http://dx.doi.org/http://dx.doi.org/10.1016/j.rimni.2016.02.002].&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador14'&amp;gt;&amp;lt;/span&amp;gt;[7] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de parámetros modales de estructuras civiles a partir de la función de respuesta en frecuencia, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. (2016). DOI: [http://dx.doi.org/http://dx.doi.org/10.1016/j.rimni.2016.02.001].&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador14'&amp;gt;&amp;lt;/span&amp;gt;[7] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de parámetros modales de estructuras civiles a partir de la función de respuesta en frecuencia, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. (2016). DOI: [http://dx.doi.org/http://dx.doi.org/10.1016/j.rimni.2016.02.001].&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;

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&lt;/table&gt;</summary>
		<author><name>Rimni</name></author>	</entry>

	<entry>
		<id>https://www.scipedia.com/wd/index.php?title=Frechilla_et_al_2017a&amp;diff=65468&amp;oldid=prev</id>
		<title>Rimni at 12:37, 6 September 2017</title>
		<link rel="alternate" type="text/html" href="https://www.scipedia.com/wd/index.php?title=Frechilla_et_al_2017a&amp;diff=65468&amp;oldid=prev"/>
				<updated>2017-09-06T12:37:51Z</updated>
		
		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class='diff-marker' /&gt;
				&lt;col class='diff-content' /&gt;
				&lt;col class='diff-marker' /&gt;
				&lt;col class='diff-content' /&gt;
				&lt;tr style='vertical-align: top;' lang='en'&gt;
				&lt;td colspan='2' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan='2' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;Revision as of 12:37, 6 September 2017&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l690&quot; &gt;Line 690:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 690:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador12'&amp;gt;&amp;lt;/span&amp;gt;[5] J. De Sebastián, Análisis del Estado Límite de Servicio y Control de Vibraciones en pasarelas peatonales, Tesis Doctoral, Universidad de Valladolid, 2014.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador12'&amp;gt;&amp;lt;/span&amp;gt;[5] J. De Sebastián, Análisis del Estado Límite de Servicio y Control de Vibraciones en pasarelas peatonales, Tesis Doctoral, Universidad de Valladolid, 2014.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador13'&amp;gt;&amp;lt;/span&amp;gt;[6] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de las masas modales de una estructura en servicio mediante transformación en el espacio de estados, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 33(1) (2017) 123-128. DOI: [http://dx.doi.org/ http://dx.doi.org/10.1016/j.rimni.2016.02.002].&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador13'&amp;gt;&amp;lt;/span&amp;gt;[6] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de las masas modales de una estructura en servicio mediante transformación en el espacio de estados, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 33(1) (2017) 123-128. DOI: [http://dx.doi.org/http://dx.doi.org/10.1016/j.rimni.2016.02.002].&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador14'&amp;gt;&amp;lt;/span&amp;gt;[7] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de parámetros modales de estructuras civiles a partir de la función de respuesta en frecuencia, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. (2016). DOI: [http://dx.doi.org/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;1 &lt;/del&gt;http://dx.doi.org/10.1016/j.rimni.2016.02.001].&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador14'&amp;gt;&amp;lt;/span&amp;gt;[7] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de parámetros modales de estructuras civiles a partir de la función de respuesta en frecuencia, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. (2016). DOI: [http://dx.doi.org/http://dx.doi.org/10.1016/j.rimni.2016.02.001].&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador8_b'&amp;gt;&amp;lt;/span&amp;gt;[8] B. Caesar, Updating system matrices using modal test data, Procedings of the 5th International Modal Analysis Conference, London. (1987) 453-459.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador8_b'&amp;gt;&amp;lt;/span&amp;gt;[8] B. Caesar, Updating system matrices using modal test data, Procedings of the 5th International Modal Analysis Conference, London. (1987) 453-459.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;

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&lt;/table&gt;</summary>
		<author><name>Rimni</name></author>	</entry>

	<entry>
		<id>https://www.scipedia.com/wd/index.php?title=Frechilla_et_al_2017a&amp;diff=65467&amp;oldid=prev</id>
		<title>Rimni at 12:30, 6 September 2017</title>
		<link rel="alternate" type="text/html" href="https://www.scipedia.com/wd/index.php?title=Frechilla_et_al_2017a&amp;diff=65467&amp;oldid=prev"/>
				<updated>2017-09-06T12:30:42Z</updated>
		
		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left&quot; data-mw=&quot;interface&quot;&gt;
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				&lt;tr style='vertical-align: top;' lang='en'&gt;
				&lt;td colspan='2' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan='2' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;Revision as of 12:30, 6 September 2017&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l690&quot; &gt;Line 690:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 690:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador12'&amp;gt;&amp;lt;/span&amp;gt;[5] J. De Sebastián, Análisis del Estado Límite de Servicio y Control de Vibraciones en pasarelas peatonales, Tesis Doctoral, Universidad de Valladolid, 2014.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador12'&amp;gt;&amp;lt;/span&amp;gt;[5] J. De Sebastián, Análisis del Estado Límite de Servicio y Control de Vibraciones en pasarelas peatonales, Tesis Doctoral, Universidad de Valladolid, 2014.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador13'&amp;gt;&amp;lt;/span&amp;gt;[6] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de las masas modales de una estructura en servicio mediante transformación en el espacio de estados, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 33(1) (2017) 123-128. DOI: [http://dx.doi.org/ http://dx.doi.org/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;]&lt;/del&gt;10.1016/j.rimni.2016.02.002.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador13'&amp;gt;&amp;lt;/span&amp;gt;[6] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de las masas modales de una estructura en servicio mediante transformación en el espacio de estados, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 33(1) (2017) 123-128. DOI: [http://dx.doi.org/ http://dx.doi.org/10.1016/j.rimni.2016.02.002&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;]&lt;/ins&gt;.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;−&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador14'&amp;gt;&amp;lt;/span&amp;gt;[7] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de parámetros modales de estructuras civiles a partir de la función de respuesta en frecuencia, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. (2016). DOI: [http://dx.doi.org/1 http://dx.doi.org/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;1]0&lt;/del&gt;.1016/j.rimni.2016.02.001.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador14'&amp;gt;&amp;lt;/span&amp;gt;[7] M. Cacho-Pérez, N. Frechilla, A. Lorenzana, Estimación de parámetros modales de estructuras civiles a partir de la función de respuesta en frecuencia, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. (2016). DOI: [http://dx.doi.org/1 http://dx.doi.org/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;10&lt;/ins&gt;.1016/j.rimni.2016.02.001&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;]&lt;/ins&gt;.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador8_b'&amp;gt;&amp;lt;/span&amp;gt;[8] B. Caesar, Updating system matrices using modal test data, Procedings of the 5th International Modal Analysis Conference, London. (1987) 453-459.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;&amp;lt;span id='Marcador8_b'&amp;gt;&amp;lt;/span&amp;gt;[8] B. Caesar, Updating system matrices using modal test data, Procedings of the 5th International Modal Analysis Conference, London. (1987) 453-459.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;

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&lt;/table&gt;</summary>
		<author><name>Rimni</name></author>	</entry>

	<entry>
		<id>https://www.scipedia.com/wd/index.php?title=Frechilla_et_al_2017a&amp;diff=65407&amp;oldid=prev</id>
		<title>Rimni: Rimni moved page Draft Samper 899487275 to Frechilla et al 2017a</title>
		<link rel="alternate" type="text/html" href="https://www.scipedia.com/wd/index.php?title=Frechilla_et_al_2017a&amp;diff=65407&amp;oldid=prev"/>
				<updated>2017-09-05T07:56:43Z</updated>
		
		<summary type="html">&lt;p&gt;Rimni moved page &lt;a href=&quot;/public/Draft_Samper_899487275&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Samper 899487275&quot;&gt;Draft Samper 899487275&lt;/a&gt; to &lt;a href=&quot;/public/Frechilla_et_al_2017a&quot; title=&quot;Frechilla et al 2017a&quot;&gt;Frechilla et al 2017a&lt;/a&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left&quot; data-mw=&quot;interface&quot;&gt;
				&lt;tr style='vertical-align: top;' lang='en'&gt;
				&lt;td colspan='1' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan='1' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;Revision as of 07:56, 5 September 2017&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan='2' style='text-align: center;' lang='en'&gt;&lt;div class=&quot;mw-diff-empty&quot;&gt;(No difference)&lt;/div&gt;
&lt;/td&gt;&lt;/tr&gt;&lt;/table&gt;</summary>
		<author><name>Rimni</name></author>	</entry>

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