Gonzalez et al 2020a - Revision history

Rimni: /* Glossary */

2020-11-10T09:16:24Z

‎Glossary

Rimni: /* 6. Results and discussion */

2020-11-10T09:15:04Z

‎6. Results and discussion

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Rimni at 09:01, 10 November 2020

2020-11-10T09:01:25Z

Rimni at 08:59, 10 November 2020

2020-11-10T08:59:21Z

Rimni: /* 6.2. Condition b: models with accidental torsion */

2020-11-10T08:58:29Z

‎6.2. Condition b: models with accidental torsion

Rimni: /* 6.2. Condition b: models with accidental torsion */

2020-11-10T08:54:55Z

‎6.2. Condition b: models with accidental torsion

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Rimni at 08:48, 10 November 2020

2020-11-10T08:48:11Z

Rimni: /* 6.2. Condition b: models with accidental torsion */

2020-11-10T08:46:49Z

‎6.2. Condition b: models with accidental torsion

Rimni at 08:42, 10 November 2020

2020-11-10T08:42:47Z

Rimni: /* 5. Seismic records */

2020-11-10T08:34:19Z

‎5. Seismic records

← Older revision		Revision as of 09:16, 10 November 2020
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	<math>{\Omega }_{0}</math>: Overstrength factor		<math>{\Omega }_{0}</math>: Overstrength factor
−

	==References==		==References==

@@ Line 1,155: / Line 1,155: @@
 {| class="wikitable" style="margin: 1em auto 0.1em auto;border-collapse: collapse;font-size:85%;width:90%;"
 |-style="text-align:center"
-!  rowspan='2' |Level !!   rowspan='2' |Beam type !! rowspan='2' |Beam location !! colspan='3' style="width:20px;" |Ground motion  1 !!   colspan='3' style="width:30px;" |Ground motion 2 !!  colspan='3'  style="width:40px;"|Ground motion 3 !! colspan='3'  |Ground motion 4 !!   colspan='3'  |Ground motion 5 !! colspan='2'  | All ground motions
+!  rowspan='2' |Level !!   rowspan='2' |Beam type !! rowspan='2' |Beam location !! colspan='3' style="width:50px" |Ground motion  1 !!   colspan='3' style="width:50px" |Ground motion 2 !!  colspan='3'  style="width:50px"|Ground motion 3 !! colspan='3'  |Ground motion 4 !!   colspan='3'  |Ground motion 5 !! colspan='2'  | All ground motions
 |-style="text-align:center"
 |  Mean

@@ Line 1,155: / Line 1,155: @@
 {| class="wikitable" style="margin: 1em auto 0.1em auto;border-collapse: collapse;font-size:85%;width:90%;"
 |-style="text-align:center"
-!  rowspan='2' |Level !!   rowspan='2' |Beam type !! rowspan='2' |Beam location !! colspan='3' style="width=20px;" |Ground motion  1 !!   colspan='3' style="width=30px;" |Ground motion 2 !!  colspan='3'  style="width=40px;"|Ground motion 3 !! colspan='3'  |Ground motion 4 !!   colspan='3'  |Ground motion 5 !! colspan='2'  | All ground motions
+!  rowspan='2' |Level !!   rowspan='2' |Beam type !! rowspan='2' |Beam location !! colspan='3' style="width:20px;" |Ground motion  1 !!   colspan='3' style="width:30px;" |Ground motion 2 !!  colspan='3'  style="width:40px;"|Ground motion 3 !! colspan='3'  |Ground motion 4 !!   colspan='3'  |Ground motion 5 !! colspan='2'  | All ground motions
 |-style="text-align:center"
 |  Mean

@@ Line 1,155: / Line 1,155: @@
 {| class="wikitable" style="margin: 1em auto 0.1em auto;border-collapse: collapse;font-size:85%;width:90%;"
 |-style="text-align:center"
-!  rowspan='2' |Level !!   rowspan='2' |Beam type !! rowspan='2' |Beam location !! colspan='3'  |Ground motion  1 !!   colspan='3'  |Ground motion 2 !!  colspan='3'  |Ground motion 3 !! colspan='3'  |Ground motion 4 !!   colspan='3'  |Ground motion 5 !! colspan='2'  | All ground motions
+!  rowspan='2' |Level !!   rowspan='2' |Beam type !! rowspan='2' |Beam location !! colspan='3' style="width=20px;" |Ground motion  1 !!   colspan='3' style="width=30px;" |Ground motion 2 !!  colspan='3'  style="width=40px;"|Ground motion 3 !! colspan='3'  |Ground motion 4 !!   colspan='3'  |Ground motion 5 !! colspan='2'  | All ground motions
 |-style="text-align:center"
 |  Mean

@@ Line 1,158: / Line 1,158: @@
 |-style="text-align:center"
 |  Mean
-|  style="background:Khaki; color:Black" |Max
+|  style="background:Thistle; color:Black" |Max
 |  cov
 |  Mean
-| style="background:Khaki; color:Black" | Max
+| style="background:Thistle; color:Black" | Max
 |  cov
 |  Mean
-|  style="background:Khaki; color:Black" |Max
+|  style="background:Thistle; color:Black" |Max
 |  cov
 |  Mean

@@ Line 1,158: / Line 1,158: @@
 |-style="text-align:center"
 |  Mean
-|  style="background:BlueViolet; color:Black" |Max
+|  style="background:Khaki; color:Black" |Max
 |  cov
 |  Mean
-| style="background:BlueViolet; color:Black" | Max
+| style="background:Khaki; color:Black" | Max
 |  cov
 |  Mean
-|  style="background:BlueViolet; color:Black" |Max
+|  style="background:Khaki; color:Black" |Max
 |  cov
 |  Mean
-| style="background:BlueViolet; color:Black" | Max
+| style="background:Khaki; color:Black" | Max
 |  cov
 |  Mean
-|  style="background:BlueViolet; color:Black" |Max
+|  style="background:Khaki; color:Black" |Max
 |  cov
 |  Mean
-| style="background:BlueViolet; color:Black" | Max
+| style="background:Khaki; color:Black" | Max
 |-style="text-align:center"
 |  rowspan='8' | 1
@@ Line 1,179: / Line 1,179: @@
 |  X1: Y1 - Y2
 |  2.58
-|  style="background:BlueViolet; color:Black" |3.57
+|  style="background:Khaki; color:Black" |3.57
 |  0.12
 |  2.94
-| style="background:BlueViolet; color:Black" | 4.40
+| style="background:arenque3; color:Black" | 4.40
 |  0.11
 |  2.10
-|  style="background:BlueViolet; color:Black" |2.94
+|  style="background:arenque3; color:Black" |2.94
 |  0.12
 |  1.71
-| style="background:BlueViolet; color:Black" | 2.43
+| style="background:arenque3; color:Black" | 2.43
 |  0.11
 |  2.44
-| style="background:BlueViolet; color:Black" | 3.34
+| style="background:arenque3; color:Black" | 3.34
 |  0.12
 |  2.35
-|  style="background:BlueViolet; color:Black" |4.40
+|  style="background:arenque3; color:Black" |4.40
 |-style="text-align:center"
 |  X1: Y2 - Y3
 |  2.83
-|  style="background:BlueViolet; color:Black" |4.08
+|  style="background:arenque3; color:Black" |4.08
 |  0.12
 |  3.26
@@ Line 1,634: / Line 1,634: @@
 |  3.22
 |}
 ===6.3. Condition c: Models with both accidental torsion and amplified strength (<math display="inline">{\mathit{\boldsymbol{M}}}_{\mathit{\boldsymbol{AR}}}</math>)===

@@ Line 310: / Line 310: @@
 '''Table 3. '''Characteristics of the seismic ground motions</div>
-<div id='tab-1'></div>
+<div id='tab-3'></div>
 {| class="wikitable" style="margin: 1em auto 0.1em auto;border-collapse: collapse;font-size:85%;width:auto;"
 |-style="text-align:center"