Peng 2020a - Revision history

Scipediacontent at 10:43, 30 September 2021

2021-09-30T10:43:39Z

Scipediacontent at 10:40, 30 September 2021

2021-09-30T10:40:54Z

Scipediacontent at 10:32, 30 September 2021

2021-09-30T10:32:33Z

Scipediacontent at 10:31, 30 September 2021

2021-09-30T10:31:36Z

Scipediacontent at 10:29, 30 September 2021

2021-09-30T10:29:31Z

Scipediacontent at 10:28, 30 September 2021

2021-09-30T10:28:54Z

Scipediacontent at 10:16, 30 September 2021

2021-09-30T10:16:16Z

Scipediacontent at 10:07, 30 September 2021

2021-09-30T10:07:15Z

Rimni at 12:26, 7 September 2021

2021-09-07T12:26:45Z

Rimni: /* Appendix. Pictures used in this paper */

2021-09-07T12:24:31Z

‎Appendix. Pictures used in this paper

@@ Line 54: / Line 54: @@
 {| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: auto;max-width: auto;"
 |-
-| style="padding:10px;"| [[Image:Peng_2020a_6994_Fig3-01adj2.png|600px|3D model of fixed gantry crane ]]
+| style="padding:10px;"| [[Image:Peng_2020a_1419_Fig3-01adj2.png|600px|3D model of fixed gantry crane ]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" style="padding-bottom:10px;"| '''Figure 3'''. 3D model of fixed gantry crane

@@ Line 570: / Line 570: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: auto;"
 |-
-|style="text-align: center;padding:10px;"| [[Image:Review_317588162980-kuazhongrou.png|300px|Maximum vertical displacements of the flexible leg]]
+|style="text-align: center;padding:10px;"| [[Image:Peng_2020a_2423_Fig11-kuazhongrou.png|300px|Maximum vertical displacements of the flexible leg]]
-|style="text-align: center;padding:10px;"| [[Image:Review_317588162980-kuazhonggang.png|300px|Maximum vertical displacements of the rigid leg]]
+|style="text-align: center;padding:10px;"| [[Image:Peng_2020a_1620_Fig11-kuazhonggang.png|300px|Maximum vertical displacements of the rigid leg]]
 |- style="text-align: center; font-size: 75%;"
 | style="padding:10px;"|(a) Maximum vertical displacements of the flexible leg
@@ Line 585: / Line 585: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 80%;"
 |-
-|style="text-align: center;padding:10px;"|[[Image:Review_317588162980-rouxinggang.png|300px|Maximum vertical displacements of the rigid leg in Case 2 at different degrees. ]]
+|style="text-align: center;padding:10px;"|[[Image:Peng_2020a_4825_Fig12-rouxinggang.png|300px|Maximum vertical displacements of the rigid leg in Case 2 at different degrees. ]]
-|style="text-align: center;padding:10px;"|[[Image:Review_317588162980-gangxingrou.png|300px|Maximum vertical displacements of the flexible leg in Case 3 at different degrees.]]
+|style="text-align: center;padding:10px;"|[[Image:Peng_2020a_8058_Fig12-gangxingrou.png|300px|Maximum vertical displacements of the flexible leg in Case 3 at different degrees.]]
 |- style="text-align: center; font-size: 75%;"
 | style="padding:10px;"|(a) Maximum vertical displacements of the rigid leg in Case 2 at different degrees
@@ Line 606: / Line 606: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 45%;"
 |-
-|style="padding:10px;"| [[Image:Review_317588162980-z_kuazhong2.png|300px|Vertical displacements of flexible and rigid legs in Case 1 for seismic excitation with 2% exceeding probability in cart-travel direction]]
+|style="padding:10px;"| [[Image:Peng_2020a_8555_Fig13-z_kuazhong2.png|300px|Vertical displacements of flexible and rigid legs in Case 1 for seismic excitation with 2% exceeding probability in cart-travel direction]]
 |- style="text-align: center; font-size: 75%;"
 | style="padding:10px;"|(a) Vertical displacements of flexible and rigid legs in Case 1 for seismic excitation with 2% exceeding probability in cart-travel direction
 |-
-|style="padding:10px;"| [[Image:Review_317588162980-z_rouxing2.png|300px|Vertical displacements of flexible and rigid legs in Case 2 for seismic excitation with 2% exceeding probability in cart-travel direction]]
+|style="padding:10px;"| [[Image:Peng_2020a_5770_Fig13-z_rouxing2.png|300px|Vertical displacements of flexible and rigid legs in Case 2 for seismic excitation with 2% exceeding probability in cart-travel direction]]
 |- style="text-align: center; font-size: 75%;"
 | style="padding:10px;"|(b)   Vertical displacements of flexible and rigid legs in Case 2 for seismic excitation with 2% exceeding probability in cart-travel direction
@@ Line 623: / Line 623: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 45%;"
 |-
-|style="padding:10px;"|[[Image:Review_317588162980-z_gangxing2.png|300px|Vertical displacements of flexible and rigid legs in Case 3 for seismic excitation with 2% exceeding probability in cart-travel direction]]
+|style="padding:10px;"|[[Image:Peng_2020a_7069_Fig14-z_gangxing2.png|300px|Vertical displacements of flexible and rigid legs in Case 3 for seismic excitation with 2% exceeding probability in cart-travel direction]]
 |- style="text-align: center; font-size: 75%;"
 | style="padding:10px;"|(a) Vertical displacements of flexible and rigid legs in Case 3 for seismic excitation with 2% exceeding probability in cart-travel direction
 |-
-|style="padding:10px;"| [[Image:Review_317588162980-z_kuazhong10.png|300px|Vertical displacements of rigid legs in Case 1 for seismic excitation with 10% exceeding probability in cart-travel direction]]
+|style="padding:10px;"| [[Image:Peng_2020a_7557_Fig14-z_kuazhong10.png|300px|Vertical displacements of rigid legs in Case 1 for seismic excitation with 10% exceeding probability in cart-travel direction]]
 |- style="text-align: center; font-size: 75%;"
 | style="padding:10px;"|(b)   Vertical displacements of rigid legs in Case 1 for seismic excitation with 10% exceeding probability in cart-travel direction
@@ Line 640: / Line 640: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 45%;"
 |-
-|style="padding:10px;"|[[Image:Review_317588162980-z_rouxing10.png|300px|Vertical displacements of flexible legs in Case 2 for seismic excitation with 10% exceeding probability in cart-travel direction]]
+|style="padding:10px;"|[[Image:Peng_2020a_4289_Fig15-z_rouxing10.png|300px|Vertical displacements of flexible legs in Case 2 for seismic excitation with 10% exceeding probability in cart-travel direction]]
 |- style="text-align: center; font-size: 75%;"
 | style="padding:10px;"|(a) Vertical displacements of flexible legs in Case 2 for seismic excitation with 10% exceeding probability in cart-travel direction
 |-
-|style="padding:10px;"|[[Image:Review_317588162980-z_gangxing10.png|300px|Vertical displacements of flexible legs in Case 3 for seismic excitation with 10% exceeding probability in cart-travel direction]]
+|style="padding:10px;"|[[Image:Peng_2020a_7907_Fig15-z_gangxing10.png|300px|Vertical displacements of flexible legs in Case 3 for seismic excitation with 10% exceeding probability in cart-travel direction]]
 |- style="text-align: center; font-size: 75%;"
 | style="padding:10px;"| (b)   Vertical displacements of flexible legs in Case 3 for seismic excitation with 10% exceeding probability in cart-travel direction
@@ Line 657: / Line 657: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 45%;"
 |-
-|style="padding:10px;"|[[Image:Review_317588162980-xrouxing.png|300px|Target displacements of gantry crane in Case 2 for  2%, 10%, 63% seismic excitations in trolley-travel direction]]
+|style="padding:10px;"|[[Image:Peng_2020a_3571_Fig16-xrouxing.png|300px|Target displacements of gantry crane in Case 2 for  2%, 10%, 63% seismic excitations in trolley-travel direction]]
 |- style="text-align: center; font-size: 75%;"
 | style="padding:10px;"|(a) Target displacements of gantry crane in Case 2 for  2%, 10%, 63% seismic excitations in trolley-travel direction
 |-
-|style="padding:10px;"|[[Image:Review_317588162980-xgangxing.png|300px|Target displacements of gantry crane in Case 3 for  2%, 10%, 63% seismic excitations in trolley-travel direction]]
+|style="padding:10px;"|[[Image:Peng_2020a_3382_Fig16-xgangxing.png|300px|Target displacements of gantry crane in Case 3 for  2%, 10%, 63% seismic excitations in trolley-travel direction]]
 |- style="text-align: center; font-size: 75%;"
 | style="padding:10px;"|(b)   Target displacements of gantry crane in Case 3 for  2%, 10%, 63% seismic excitations in trolley-travel direction
@@ Line 673: / Line 673: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 45%;"
 |-
-|style="padding:10px;"| [[Image:Review_317588162980-zrouxing.png|300px|Target displacements of gantry crane in Case 2 for   2%, 10%, 63% seismic excitations in cart-travel direction]]
+|style="padding:10px;"| [[Image:Peng_2020a_6635_Fig17-zrouxing.png|300px|Target displacements of gantry crane in Case 2 for   2%, 10%, 63% seismic excitations in cart-travel direction]]
 |- style="text-align: center; font-size: 75%;"
 | style="padding:10px;"| (a) Target displacements of gantry crane in Case 2 for   2%, 10%, 63% seismic excitations in cart-travel direction
 |-
-|style="padding:10px;"| [[Image:Review_317588162980-zgangxing.png|300px|Target displacements of gantry crane in Case 3 for   2%, 10%, 63% seismic excitations in cart-travel direction]]
+|style="padding:10px;"| [[Image:Peng_2020a_7166_Fig17-zgangxing.png|300px|Target displacements of gantry crane in Case 3 for   2%, 10%, 63% seismic excitations in cart-travel direction]]
 |- style="text-align: center; font-size: 75%;"
 | style="padding:10px;"| (b)   Target displacements of gantry crane in Case 3 for   2%, 10%, 63% seismic excitations in cart-travel direction

@@ Line 470: / Line 470: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 45%;"
 |-
-| style="text-align: center;padding:10px;"| [[Image:Review_317588162980-x_kuazhong.png|300px|Target displacements of gantry crane in Case 1 for    2%, 10%, 63% seismic excitations in trolley-travel direction]]
+| style="text-align: center;padding:10px;"| [[Image:Peng_2020a_3357_Fig10-x_kuazhong.png|300px|Target displacements of gantry crane in Case 1 for    2%, 10%, 63% seismic excitations in trolley-travel direction]]
 |- style="text-align: center; font-size: 75%;"
 | style="text-align: center;padding:10px;"|(a) Target displacements of gantry crane in Case 1 for    2%, 10%, 63% seismic excitations in trolley-travel direction
 |-
-|style="text-align: center;padding:10px;"|[[Image:Review_317588162980-z_kuazhong.png|300px|Target displacements of gantry crane in Case 1 for    2%, 10%, 63% seismic excitations in cart-travel direction]]
+|style="text-align: center;padding:10px;"|[[Image:Peng_2020a_3949_Fig10-z_kuazhong.png|300px|Target displacements of gantry crane in Case 1 for    2%, 10%, 63% seismic excitations in cart-travel direction]]
 |- style="text-align: center; font-size: 75%;"
 | style="text-align: center;padding:10px;"| (b)   Target displacements of gantry crane in Case 1 for    2%, 10%, 63% seismic excitations in cart-travel direction

@@ Line 414: / Line 414: @@
 {| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: auto;max-width: 45%;"
 |-
-|style="padding-bottom:10px;"| [[Image:Review_317588162980-4_1.png|300px|Vertical displacements of flexible and rigid legs in Case 1 for seismic excitation with 2% exceeding probability in trolley-travel direction]]
+|style="padding-bottom:10px;"| [[Image:Peng_2020a_1905_Fig8-4_1.png|300px|Vertical displacements of flexible and rigid legs in Case 1 for seismic excitation with 2% exceeding probability in trolley-travel direction]]
 |-
 | style="text-align: center;font-size: 75%;padding:10px;"| (a) Vertical displacements of flexible and rigid legs in Case 1 for seismic excitation with 2% exceeding probability in trolley-travel direction
 |-
-|style="padding:10px;"|[[Image:Review_317588162980-4_2.png|300px|Vertical displacements of flexible and rigid legs in Case 2 for seismic excitation with 2% exceeding probability in trolley-travel direction ]]
+|style="padding:10px;"|[[Image:Peng_2020a_5971_Fig8-4_2.png|300px|Vertical displacements of flexible and rigid legs in Case 2 for seismic excitation with 2% exceeding probability in trolley-travel direction ]]
 |-
 | style="text-align: center;font-size: 75%;padding:10px;"| (b)   Vertical displacements of flexible and rigid legs in Case 2 for seismic excitation with 2% exceeding probability in trolley-travel direction
@@ Line 437: / Line 437: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 45%;"
 |-
-|style="text-align: center;padding:10px;"| [[Image:Review_317588162980-4_4.png|300px|Vertical displacements of flexible and rigid legs in Case 3 for seismic excitation with 2% exceeding probability in trolley-travel direction]]
+|style="text-align: center;padding:10px;"| [[Image:Peng_2020a_4047_Fig9-4_4.png|300px|Vertical displacements of flexible and rigid legs in Case 3 for seismic excitation with 2% exceeding probability in trolley-travel direction]]
 |- style="text-align: center; font-size: 75%;"
 |  style="padding:10px;"| (a) Vertical displacements of flexible and rigid legs in Case 3 for seismic excitation with 2% exceeding probability in trolley-travel direction
 |-
-|style="text-align: center;padding:10px;"| [[Image:Review_317588162980-4_3.png|300px|Vertical displacements of flexible legs in Case 3 for seismic excitation with 10% exceeding probability in trolley-travel direction ]]
+|style="text-align: center;padding:10px;"| [[Image:Peng_2020a_8019_Fig9-4_3.png|300px|Vertical displacements of flexible legs in Case 3 for seismic excitation with 10% exceeding probability in trolley-travel direction ]]
 |- style="text-align: center; font-size: 75%;"
 |  style="padding:10px;"|  (b)   Vertical displacements of flexible legs in Case 3 for seismic excitation with 10% exceeding probability in trolley-travel direction

@@ Line 349: / Line 349: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: auto;"
 |-
-|style="text-align: center;padding:10px;"|[[Image:Review_317588162980-seismic.png|600px|time-history curves and corresponding power spectra of three seismic loads]]
+|style="text-align: center;padding:10px;"|[[Image:Peng_2020a_3957_Fig7-seismic.png|600px|time-history curves and corresponding power spectra of three seismic loads]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" style="padding:10px;" | '''Figure 7'''. time-history curves and corresponding power spectra of three seismic loads

@@ Line 43: / Line 43: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: auto;"
 |-
-| style="text-align: center;padding:10px;"| [[Image:Review_317588162980-04cranetest.png|600px|Schematic of sample gantry crane ]]
+| style="text-align: center;padding:10px;"| [[Image:Peng_2020a_1588_Fig2-04cranetest.png|600px|Schematic of sample gantry crane ]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1"  style="padding-bottom:10px;"|  '''Figure 2'''. Schematic of sample gantry crane
@@ Line 54: / Line 54: @@
 {| style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: auto;max-width: auto;"
 |-
-| style="padding:10px;"| [[Image:Review_317588162980-01adj2.png|600px|3D model of fixed gantry crane ]]
+| style="padding:10px;"| [[Image:Peng_2020a_6994_Fig3-01adj2.png|600px|3D model of fixed gantry crane ]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" style="padding-bottom:10px;"| '''Figure 3'''. 3D model of fixed gantry crane
@@ Line 119: / Line 119: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: auto;"
 |-
-|style="text-align: center;padding:10px;"|  [[Image:Review_317588162980-001.png|300px|Structure system on two-spring foundation ]]
+|style="text-align: center;padding:10px;"|  [[Image:Peng_2020a_8579_Fig4-001.png|300px|Structure system on two-spring foundation ]]
-|style="text-align: center;padding:10px;"| [[Image:Review_317588162980-002a.png|300px|Free body diagram of the system]]
+|style="text-align: center;padding:10px;"| [[Image:Peng_2020a_7321_Fig4-002a.png|300px|Free body diagram of the system]]
 |- style="text-align: center; font-size: 75%;"
 | (a) Structure system on two-spring foundation
@@ Line 256: / Line 256: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: auto;"
 |-
-| style="text-align: center;padding:10px;"| [[Image:Review_317588162980-FC.png|375px|Schematic showing behavior of three idealized boundary conditions]]
+| style="text-align: center;padding:10px;"| [[Image:Peng_2020a_5319_Fig5-FC.png|375px|Schematic showing behavior of three idealized boundary conditions]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" style="padding-bottom:10px;"| '''Figure 5'''. Schematic showing behavior of three idealized boundary conditions
@@ Line 335: / Line 335: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: auto;"
 |-
-|style="text-align: center;padding:10px;"| [[Image:Review_317588162980-model_torsion.png|600px|Natural mode shapes for the four most interested modes of the uplift-available gantry crane]]
+|style="text-align: center;padding:10px;"| [[Image:Peng_2020a_2818_Fig6-model_torsion.png|600px|Natural mode shapes for the four most interested modes of the uplift-available gantry crane]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" style="padding-bottom:10px;" | '''Figure 6'''. Natural mode shapes for the four most interested modes of the uplift-available gantry crane

@@ Line 18: / Line 18: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: auto;"
 |-
-| style="text-align: center;padding:10px;"| [[Image:Review_317588162980-collapse1.png|379px|Collapsed cranes after the Kobe Earthquake <span id='citeF-2'></span>[[#cite-2|[2]]]]]
+| style="text-align: center;padding:10px;"| [[Image:Peng_2020a_8872_Fig1-collapse1.png|379px|Collapsed cranes after the Kobe Earthquake <span id='citeF-2'></span>[[#cite-2|[2]]]]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1"  style="text-align: center;padding:10px;"|  '''Figure 1'''. Collapsed cranes after the Kobe Earthquake <span id='citeF-2'></span>[[#cite-2|[2]]]

@@ Line 600: / Line 600: @@
 The critical uplift response is sensitive to the seismic incident angle and the characteristics of uplift, both of which are captured well by the analytical models. A reasonable explanation of the four pictures is that the structure begins to absorb the seismic energy after reaching the plastic phase before it has time to get enough energy to uplift.
 ==5. Conclusions==
@@ Line 748: / Line 831: @@
 &nbsp;
 ==Appendix. Pictures used in this paper    ==