Alfarah et al 2017a - Revision history

Cinmemj: Cinmemj moved page Draft Samper 511491986 to Alfarah et al 2017a

2018-02-28T13:16:03Z

Cinmemj moved page Draft Samper 511491986 to Alfarah et al 2017a

Cinmemj at 13:15, 28 February 2018

2018-02-28T13:15:09Z

Cinmemj at 13:10, 28 February 2018

2018-02-28T13:10:51Z

Cinmemj at 13:09, 28 February 2018

2018-02-28T13:09:45Z

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Cinmemj at 13:07, 28 February 2018

2018-02-28T13:07:35Z

Cinmemj at 13:06, 28 February 2018

2018-02-28T13:06:56Z

Cinmemj at 13:04, 28 February 2018

2018-02-28T13:04:49Z

Cinmemj at 13:01, 28 February 2018

2018-02-28T13:01:25Z

Cinmemj at 12:59, 28 February 2018

2018-02-28T12:59:53Z

Cinmemj at 12:58, 28 February 2018

2018-02-28T12:58:43Z

@@ Line 3,530: / Line 3,530: @@
 {| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: auto;max-width: auto;"
 |-
-|  style="text-align: center;"| [[Image:draft_Samper_511491986-image200.png|600px]]
+|  style="text-align: center;padding:10px;"| [[Image:draft_Samper_511491986-image200.png|600px]]
 |-
 |  style="text-align: center;font-size: 75%;padding:10px;"|<span id='_Ref478475726'></span><span id='_Toc480210867'></span>'''Figure 94'''. Capacity curves for [Pires 1990] RC frame. Experimental vs. concentrated plasticity model.
@@ Line 3,539: / Line 3,539: @@
 {| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: auto;max-width: auto;"
 |-
-|  style="text-align: center;"| [[Image:draft_Samper_511491986-image201.png|600px]]
+|  style="text-align: center;padding:10px;"| [[Image:draft_Samper_511491986-image201.png|600px]]
 |-
-|  style="text-align: center;font-size: 75%;"|<span id='_Ref478476394'></span><span id='_Toc480210868'></span>'''Figure 95'''. Capacity curves for [Pires 1990] RC frame. Experimental vs. distributed plasticity models.
+|  style="text-align: center;font-size: 75%;padding:10px;"|<span id='_Ref478476394'></span><span id='_Toc480210868'></span>'''Figure 95'''. Capacity curves for [Pires 1990] RC frame. Experimental vs. distributed plasticity models.
 |}
@@ Line 3,550: / Line 3,550: @@
 {| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: auto;max-width: auto;"
 |-
-|  style="text-align: center;"| [[Image:draft_Samper_511491986-image202.png|600px]]
+|  style="text-align: center;padding:10px;"| [[Image:draft_Samper_511491986-image202.png|600px]]
 |-
-|  style="text-align: center;font-size: 75%;"|<span id='_Ref477534995'></span><span id='_Toc480210869'></span>'''Figure 96'''. Capacity curves for [Pires 1990] RC frame. Experimental vs. structural and advanced models.
+|  style="text-align: center;font-size: 75%;padding:10px;"|<span id='_Ref477534995'></span><span id='_Toc480210869'></span>'''Figure 96'''. Capacity curves for [Pires 1990] RC frame. Experimental vs. structural and advanced models.
 |}
@@ Line 3,561: / Line 3,561: @@
 {| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: auto;max-width: auto;"
 |-
-|  style="text-align: center;"| [[Image:draft_Samper_511491986-image203.png|600px]]
+|  style="text-align: center;padding:10px;"| [[Image:draft_Samper_511491986-image203.png|600px]]
 |-
-|  style="text-align: center;font-size: 75%;"|<span id='_Ref478477630'></span><span id='_Toc480210870'></span>'''Figure 97'''. Capacity curves for [Vecchio and Emara 1990] RC frame. Experimental vs. concentrated plasticity model.
+|  style="text-align: center;font-size: 75%;padding:10px;"|<span id='_Ref478477630'></span><span id='_Toc480210870'></span>'''Figure 97'''. Capacity curves for [Vecchio and Emara 1990] RC frame. Experimental vs. concentrated plasticity model.
 |}
@@ Line 3,570: / Line 3,570: @@
 {| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: auto;max-width: auto;"
 |-
-|  style="text-align: center;"| [[Image:draft_Samper_511491986-image204.png|600px]]
+|  style="text-align: center;padding:10px;"| [[Image:draft_Samper_511491986-image204.png|600px]]
 |-
-|  style="text-align: center;font-size: 75%;"|<span id='_Ref478478008'></span><span id='_Toc480210871'></span>'''Figure 98'''. Capacity curves for [Vecchio and Emara 1990] RC frame. Experimental vs. distributed plasticity models.
+|  style="text-align: center;font-size: 75%;padding:10px;"|<span id='_Ref478478008'></span><span id='_Toc480210871'></span>'''Figure 98'''. Capacity curves for [Vecchio and Emara 1990] RC frame. Experimental vs. distributed plasticity models.
 |}
@@ Line 3,579: / Line 3,579: @@
 {| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: auto;max-width: auto;"
 |-
-|  style="text-align: center;"| [[Image:draft_Samper_511491986-image205.png|600px]]
+|  style="text-align: center;padding:10px;"| [[Image:draft_Samper_511491986-image205.png|600px]]
 |-
-|  style="text-align: center;font-size: 75%;"|<span id='_Ref476930404'></span><span id='_Toc480210872'></span>'''Figure 99'''. Experimental and simulated capacity curves for [Vecchio and Emara 1990] RC frame. structural and advanced models
+|  style="text-align: center;font-size: 75%;padding:10px;"|<span id='_Ref476930404'></span><span id='_Toc480210872'></span>'''Figure 99'''. Experimental and simulated capacity curves for [Vecchio and Emara 1990] RC frame. structural and advanced models
 |}

@@ Line 4,638: / Line 4,638: @@
-<div class="center" style="">'''Table 22'''. Modeling parameters for columns the Van Nuys Hotel building
+<div class="center" style="font-size: 75%;">'''Table 22'''. Modeling parameters for columns the Van Nuys Hotel building
 </div>
@@ Line 4,705: / Line 4,705: @@
-<div class="center" style="">'''Table 23'''. Modeling parameters for beams of the Van Nuys Hotel building
+<div class="center" style="font-size: 75%;">'''Table 23'''. Modeling parameters for beams of the Van Nuys Hotel building
 </div>

@@ Line 4,154: / Line 4,154: @@
 |  style="border: 1pt solid black;text-align: center;"|23.25
 |}
 <div class="center" style="font-size: 75%;">'''Table 15'''. Reinforcement steel properties of the prototype one third scale test Bracci et al. 1992 [197]

@@ Line 4,341: / Line 4,341: @@
 {| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: auto;max-width: auto;"
 |-
-|  style="text-align: center;vertical-align: top;"| [[Image:draft_Samper_511491986-image245-c.png|600px]]
+|  style="text-align: center;vertical-align: top;padding:10px;"| [[Image:draft_Samper_511491986-image245-c.png|600px]]
 |-
-|  style="text-align: center;vertical-align: top;font-size: 75%;"|<span id='_Ref477959188'></span><span id='_Toc480210890'></span>'''Figure 117'''. Accelerogram signal for original Kern County Earthquake of 21 Jul 1952 (Taft Lincoln School station-N21
+|  style="text-align: center;vertical-align: top;font-size: 75%;padding:10px;"|<span id='_Ref477959188'></span><span id='_Toc480210890'></span>'''Figure 117'''. Accelerogram signal for original Kern County Earthquake of 21 Jul 1952 (Taft Lincoln School station-N21
 |}
@@ Line 4,350: / Line 4,350: @@
 {| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: auto;max-width: auto;"
 |-
-|  style="text-align: center;vertical-align: top;"| [[Image:draft_Samper_511491986-image246.png|600px]]
+|  style="text-align: center;vertical-align: top;padding:10px;"| [[Image:draft_Samper_511491986-image246.png|600px]]
 |-
-|  style="text-align: center;vertical-align: top;font-size: 75%;"|<span id='_Ref454433938'></span><span id='_Toc480210891'></span><span id='_Ref454433928'></span>'''Figure 118'''. Top floor displacement of the prototype one third scale test. Modified Taft ground motion. Experiment vs. numerical model (Model 4).
+|  style="text-align: center;vertical-align: top;font-size: 75%;padding:10px;"|<span id='_Ref454433938'></span><span id='_Toc480210891'></span><span id='_Ref454433928'></span>'''Figure 118'''. Top floor displacement of the prototype one third scale test. Modified Taft ground motion. Experiment vs. numerical model (Model 4).
 |}

@@ Line 4,613: / Line 4,613: @@
 </div>
-{| style="margin: 1em auto 0.1em auto;border-collapse: collapse;font-size:85%;width: 100%;"
+{| style="margin: 1em auto 0.1em auto;border-collapse: collapse;font-size:85%;width: 100%;font-size:85%;"
 |-
 |  style="border: 1pt solid black;text-align: center;"|<span style="text-align: center; font-size: 75%;">Element</span>
@@ Line 4,640: / Line 4,640: @@
 </div>
-{| style="margin: 1em auto 0.1em auto;border-collapse: collapse;font-size:85%;width: 100%;"
+{| style="margin: 1em auto 0.1em auto;border-collapse: collapse;font-size:85%;width: 100%;font-size:85%;"
 |-
 |  style="border: 1pt solid black;text-align: center;"|<span style="text-align: center; font-size: 75%;">Location</span>
@@ Line 4,707: / Line 4,707: @@
 </div>
-{| style="margin: 1em auto 0.1em auto;border-collapse: collapse;font-size:85%;width: 100%;"
+{| style="margin: 1em auto 0.1em auto;border-collapse: collapse;font-size:85%;width: 100%;font-size:85%;"
 |-
 |  style="border: 1pt solid black;text-align: center;"|<span style="text-align: center; font-size: 75%;">Location </span>

← Older revision	Revision as of 13:16, 28 February 2018
(No difference)

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 {| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: auto;max-width: auto;"
 |-
-| style="text-align: center;padding:10px;"|[[Image:draft_Samper_511491986-image225-c.png|258px]]
+| style="text-align: center;padding:10px;"|
-| style="text-align: center;padding:10px;"|[[Image:draft_Samper_511491986-image226-c.png|300px]]
+[[File:Draft_Samper_511491986_8614_Fig113a.png|258px]]
 |-
 |  style="vertical-align: top;font-size: 75%;"|(a) Plan view

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 ==References==
 {| style="width: 100%;"
@@ Line 5,909: / Line 5,911: @@
 |  style="vertical-align: top;"|D. Lehman and J. Moehle, "Seismic Performance of Well-Confined Concrete Bridge Columns," PEERC , Berkeley, California, 2000.
 |}

@@ Line 5,238: / Line 5,238: @@
 <span id='_Toc479952013'></span>
-===1. Publications===
+===A. Publications===
 This Appendix lists the main publications generated during this research.