Vielma Mulder 2018a - Revision history

Cinmemj at 11:45, 25 April 2018

2018-04-25T11:45:26Z

Cinmemj at 11:49, 23 April 2018

2018-04-23T11:49:57Z

Cinmemj: Cinmemj moved page Draft Samper 161526550 to Vielma Mulder 2018a

2018-04-17T12:04:29Z

Cinmemj moved page Draft Samper 161526550 to Vielma Mulder 2018a

Cinmemj at 12:03, 17 April 2018

2018-04-17T12:03:34Z

Cinmemj at 11:53, 17 April 2018

2018-04-17T11:53:19Z

Scipediacontent at 07:35, 17 April 2018

2018-04-17T07:35:56Z

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Cinmemj at 14:40, 16 April 2018

2018-04-16T14:40:00Z

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Cinmemj at 14:25, 16 April 2018

2018-04-16T14:25:24Z

Cinmemj at 14:19, 16 April 2018

2018-04-16T14:19:41Z

Cinmemj at 14:18, 16 April 2018

2018-04-16T14:18:18Z

@@ Line 4,396: / Line 4,396: @@
 <div id="_Toc461302226" class="center" style="width: auto; margin-left: auto; margin-right: auto;">
-'''Figura 3. 40.'''Índice de irregularidad torsional</div>
+'''Figura 3. 40.''' Índice de irregularidad torsional</div>
 <span id='_Toc508553514'></span>

@@ Line 5,579: / Line 5,579: @@
 |  style="vertical-align: top;"|[56]
 |  style="vertical-align: top;"|Y.F. Vargas, L.G. Pujades, A.H. Barbat, J.E. Hurtado, "Capacity, fragility and damage in reinforced concrete buildings: a probabilistic approach", Bulletin of Earthquake Engineering 11 (6), 2007-2032, 2013.
 |}
 ==ANEXOS==

@@ Line 4,932: / Line 4,932: @@
 Se establece la incertidumbre total de acuerdo a fórmula establecida en el FEMA P695, la cual contempla una serie de variables que corresponden a la ductilidad de cada estructura, calidad o grado de actualización de la normativa empleada, incertidumbre debido a los datos de ensayos empleados y calidad del análisis o modelado empleado. Dicha incertidumbre es usada en el paso siguiente para la evaluación de R. Ver Tabla 3.29.
-{| style="width: 100%;border-collapse: collapse;"
+{| class="formulaSCP" style="width: 100%;border-collapse: collapse;width: 100%;text-align: center;"
 |-
 |  style="vertical-align: top;"| <math>{\beta }_{TOT}=\sqrt{{{\beta }_{RTR}}^{2}+{{\beta }_{DR}}^{2}+{{\beta }_{TD}}^{2}+{{\beta }_{MDL}}^{2}}</math>

@@ Line 4,474: / Line 4,474: @@
 | <math>ACMR=SSF\, x\, CMR</math>
 |}
-|  style="text-align: right;vertical-align: top;width: 5px;text-align: right;white-space: nowrap;"|(3.1)
+|  style="text-align: right;vertical-align: top;width: 5px;text-align: right;white-space: nowrap;"|(3.7)
 |}
@@ Line 4,935: / Line 4,935: @@
 |-
 |  style="vertical-align: top;"| <math>{\beta }_{TOT}=\sqrt{{{\beta }_{RTR}}^{2}+{{\beta }_{DR}}^{2}+{{\beta }_{TD}}^{2}+{{\beta }_{MDL}}^{2}}</math>
-|  style="text-align: right;vertical-align: top;"|(3.1)
+|  style="text-align: right;vertical-align: top;"|(3.8)
 |}
@@ Line 4,948: / Line 4,948: @@
 | <math>{ACMR}_{prom}\geq ACMR10\%</math>
 |}
-|  style="text-align: right;vertical-align: top;width: 5px;text-align: right;white-space: nowrap;"|(3.2)
+|  style="text-align: right;vertical-align: top;width: 5px;text-align: right;white-space: nowrap;"|(3.9)
 |}
@@ Line 4,959: / Line 4,959: @@
 | <math>ACMR\geq ACMR20\%</math>
 |}
-|  style="text-align: right;vertical-align: top;width: 5px;text-align: right;white-space: nowrap;"|(3.3)
+|  style="text-align: right;vertical-align: top;width: 5px;text-align: right;white-space: nowrap;"|(3.10)
 |}

@@ Line 5,616: / Line 5,616: @@
 |  style="border-bottom: 1pt solid black;border-right: 1pt solid black;text-align: center;"| <math>50x50</math>
 |  style="border-bottom: 1pt solid black;border-right: 1pt solid black;text-align: center;"| <math>16\, \Phi \, 5/8''</math>
-|  style="border-bottom: 1pt solid black;border-right: 1pt solid black;text-align: center;"| <math>\Phi \, 3/8''\, \mbox{@}\, 0,10</math>
+|  style="border-bottom: 1pt solid black;border-right: 1pt solid black;text-align: center;"| <math>\Phi \, 3/8''\, @\, 0,10</math>
 |-
 |  style="border-bottom: 1pt solid black;border-right: 1pt solid black;text-align: center;"|D1
 |  style="border-bottom: 1pt solid black;border-right: 1pt solid black;text-align: center;"| <math>50x50</math>
 |  style="border-bottom: 1pt solid black;border-right: 1pt solid black;text-align: center;"| <math>16\, \Phi \, 5/8''</math>
-|  style="border-bottom: 1pt solid black;border-right: 1pt solid black;text-align: center;"| <math>\, \Phi \, 3/8''\, \mbox{@}\, 0,10</math>
+|  style="border-bottom: 1pt solid black;border-right: 1pt solid black;text-align: center;"| <math>\ \Phi \, 3/8''\, @\, 0,10</math>
 |-
 |  style="border-bottom: 1pt solid black;border-right: 1pt solid black;text-align: center;"|A4
 |  style="border-bottom: 1pt solid black;border-right: 1pt solid black;text-align: center;"| <math>50x50</math>
 |  style="border-bottom: 1pt solid black;border-right: 1pt solid black;text-align: center;"| <math>16\, \Phi \, 5/8''</math>
-|  style="border-bottom: 1pt solid black;border-right: 1pt solid black;text-align: center;"| <math>\, \Phi \, 3/8''\, \@\, 0,10</math>
+|  style="border-bottom: 1pt solid black;border-right: 1pt solid black;text-align: center;"| <math>\, \Phi \, 3/8''\, @\, 0,10</math>
 |-
 |  style="border-bottom: 1pt solid black;border-right: 1pt solid black;text-align: center;"|D4
 |  style="border-bottom: 1pt solid black;border-right: 1pt solid black;text-align: center;"| <math>50x50</math>
 |  style="border-bottom: 1pt solid black;border-right: 1pt solid black;text-align: center;"| <math>16\, \Phi \, 5/8''</math>
-|  style="border-bottom: 1pt solid black;border-right: 1pt solid black;text-align: center;"| <math>\Phi \, 3/8''\, \@\, 0,10</math>
+|  style="border-bottom: 1pt solid black;border-right: 1pt solid black;text-align: center;"| <math>\Phi \, 3/8''\, @\, 0,10</math>
 |-
 |  style="border-bottom: 1pt solid black;border-right: 1pt solid black;text-align: center;"|A2

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