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Transcript of Presentation to GT STRUDL USER GROUP MEETING June 14th, 2012 Feifei Lu, PE Structural Engineer URS...
![Page 1: Presentation to GT STRUDL USER GROUP MEETING June 14th, 2012 Feifei Lu, PE Structural Engineer URS Corporation Nonlinear Analysis / Nonlinear Dynamic Analysis.](https://reader031.fdocuments.net/reader031/viewer/2022032205/56649e705503460f94b6e5e8/html5/thumbnails/1.jpg)
Presentation to
GT STRUDL USER GROUP MEETING
June 14th, 2012
Feifei Lu, PEStructural Engineer
URS Corporation
Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
![Page 2: Presentation to GT STRUDL USER GROUP MEETING June 14th, 2012 Feifei Lu, PE Structural Engineer URS Corporation Nonlinear Analysis / Nonlinear Dynamic Analysis.](https://reader031.fdocuments.net/reader031/viewer/2022032205/56649e705503460f94b6e5e8/html5/thumbnails/2.jpg)
Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
Copyright © 2012 URS CONFIDENTIAL – This document is proprietary and competitively sensitive. Any disclosure, copying, or use of it is strictly prohibited. 2
Outline
• Introduction of Modularization Design
• Lifting Point
• Applying Wind Load to Module
• Analysis & Results
– Hand Calculation
– Nonlinear Analysis
– Nonlinear Dynamic Analysis
• Remaining problems
• Conclusion
• Q&A
![Page 3: Presentation to GT STRUDL USER GROUP MEETING June 14th, 2012 Feifei Lu, PE Structural Engineer URS Corporation Nonlinear Analysis / Nonlinear Dynamic Analysis.](https://reader031.fdocuments.net/reader031/viewer/2022032205/56649e705503460f94b6e5e8/html5/thumbnails/3.jpg)
Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
Copyright © 2012 URS CONFIDENTIAL – This document is proprietary and competitively sensitive. Any disclosure, copying, or use of it is strictly prohibited.
Introduction of Modularization Design
3
![Page 4: Presentation to GT STRUDL USER GROUP MEETING June 14th, 2012 Feifei Lu, PE Structural Engineer URS Corporation Nonlinear Analysis / Nonlinear Dynamic Analysis.](https://reader031.fdocuments.net/reader031/viewer/2022032205/56649e705503460f94b6e5e8/html5/thumbnails/4.jpg)
Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
Copyright © 2012 URS CONFIDENTIAL – This document is proprietary and competitively sensitive. Any disclosure, copying, or use of it is strictly prohibited.
Introduction of Modularization Design
Shaw- WEC AP1000 Sanmen Unit #1-CA01 Module Lifting at Daylight
4
Shaw- WEC AP1000 Sanmen Unit #1-CA01 Module Lifting Start
![Page 5: Presentation to GT STRUDL USER GROUP MEETING June 14th, 2012 Feifei Lu, PE Structural Engineer URS Corporation Nonlinear Analysis / Nonlinear Dynamic Analysis.](https://reader031.fdocuments.net/reader031/viewer/2022032205/56649e705503460f94b6e5e8/html5/thumbnails/5.jpg)
Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
Copyright © 2012 URS CONFIDENTIAL – This document is proprietary and competitively sensitive. Any disclosure, copying, or use of it is strictly prohibited.
Introduction of Modularization Design
5
Shaw- WEC AP1000 Sanmen Unit #1-CA01 Module Lifting in Air Shaw- WEC AP1000 Sanmen Unit #1-CA01 Module Lifting in Air
![Page 6: Presentation to GT STRUDL USER GROUP MEETING June 14th, 2012 Feifei Lu, PE Structural Engineer URS Corporation Nonlinear Analysis / Nonlinear Dynamic Analysis.](https://reader031.fdocuments.net/reader031/viewer/2022032205/56649e705503460f94b6e5e8/html5/thumbnails/6.jpg)
Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
Copyright © 2012 URS CONFIDENTIAL – This document is proprietary and competitively sensitive. Any disclosure, copying, or use of it is strictly prohibited.
Introduction of Modularization Design
Benefits of modularization design:
• Significant decrease in construction time
• Ease of construction
• Easy access in tight spaces
• Better quality
6
![Page 7: Presentation to GT STRUDL USER GROUP MEETING June 14th, 2012 Feifei Lu, PE Structural Engineer URS Corporation Nonlinear Analysis / Nonlinear Dynamic Analysis.](https://reader031.fdocuments.net/reader031/viewer/2022032205/56649e705503460f94b6e5e8/html5/thumbnails/7.jpg)
Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
Copyright © 2012 URS CONFIDENTIAL – This document is proprietary and competitively sensitive. Any disclosure, copying, or use of it is strictly prohibited.
Lifting Point
7
![Page 8: Presentation to GT STRUDL USER GROUP MEETING June 14th, 2012 Feifei Lu, PE Structural Engineer URS Corporation Nonlinear Analysis / Nonlinear Dynamic Analysis.](https://reader031.fdocuments.net/reader031/viewer/2022032205/56649e705503460f94b6e5e8/html5/thumbnails/8.jpg)
Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
Copyright © 2012 URS CONFIDENTIAL – This document is proprietary and competitively sensitive. Any disclosure, copying, or use of it is strictly prohibited.
Lifting Point
8
Cable Element
Lifting Point
Weak Spring Restrain to Prevent Structural Instability
Modeling Method
![Page 9: Presentation to GT STRUDL USER GROUP MEETING June 14th, 2012 Feifei Lu, PE Structural Engineer URS Corporation Nonlinear Analysis / Nonlinear Dynamic Analysis.](https://reader031.fdocuments.net/reader031/viewer/2022032205/56649e705503460f94b6e5e8/html5/thumbnails/9.jpg)
Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
Copyright © 2012 URS CONFIDENTIAL – This document is proprietary and competitively sensitive. Any disclosure, copying, or use of it is strictly prohibited.
Lifting Point
Center of Gravity (C.G.)*****************************************************
{ 3362} > LIST DYNAMIC MASS SUMMARY
1
****************************
*RESULTS OF LATEST ANALYSES*
****************************
PROBLEM - TITLE - NONE GIVEN
ACTIVE UNITS FEET KIP CYC DEGF SEC
/--------/----------------/----------------/----------------/----------------/----------------/----------------/
GLOBAL CENTER OF MASS Mass Moment of Inertia about
AXIS COORDINATE TOTAL MASS TOTAL WEIGHT X Axis Y Axis Z Axis
/--------/----------------/----------------/----------------/----------------/----------------/----------------/
X 71.11316 80.64080 2594.541 0.0000000E+00 43115.89 25090.97
Y 95.67557 80.64080 2594.541 43115.89 0.0000000E+00 15694.28
Z 39.91543 80.64080 2594.541 25090.97 15694.28 0.0000000E+00
/--------/----------------/----------------/----------------/----------------/----------------/----------------/
9
Center of Gravity
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
Copyright © 2012 URS CONFIDENTIAL – This document is proprietary and competitively sensitive. Any disclosure, copying, or use of it is strictly prohibited.
Lifting Point
10
XXF1
X 1.681E+00Y -1.047E+00Z -2.358E+00
XXB1020
X 1.816E+00Y -1.056E+00Z -1.284E+00
XXB1022
X 2.632E+00Y -1.102E+00Z -5.357E-01
XXB1023
X 2.601E+00Y -1.106E+00Z -2.311E-01
XXJ1610546
X -5.895E-01Y 5.274E-01Z -2.204E-01
XXJ1610540
X -5.798E-01Y 3.307E-01Z -1.582E+00
XXJ1610733
X -7.148E-01Y -7.036E-02Z -2.351E+00
XXJ1610739
X -7.239E-01Y 5.031E-01Z -1.273E+00
Displacements at JointsLoad 200INCH
Lifting point aligns with Center of Gravity:
Top : X: -0.724” Y: 0.503”
Bottom : X: 2.632” Y: 1.102”
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
Copyright © 2012 URS CONFIDENTIAL – This document is proprietary and competitively sensitive. Any disclosure, copying, or use of it is strictly prohibited.
Lifting Point
11
XXJ1610733
X -1.879E-01Y -4.436E-01Z -1.310E+00
XXJ1610739
X -1.970E-01Y 1.445E-01Z -1.231E+00
XXJ1610540
X -3.131E-02Y -4.547E-02Z -1.605E+00
XXJ1610546
X -4.095E-02Y 1.693E-01Z -1.239E+00
XXB1023
X 8.075E-01Y 1.338E-01Z -1.249E+00
XXB1022
X 8.294E-01Y 1.371E-01Z -1.264E+00 XX
B1021X 3.491E-02Y 1.826E-01Z -1.255E+00 XX
B1020
X -6.524E-03Y 1.860E-01Z -1.242E+00
XXF1
X -1.659E-02Y 8.614E-02Z -1.317E+00
Displacements at JointsLoad 200INCH
Lifting point:
Lift at X:71.07’; Y:95.68’
Top : X: -0.197” Y: 0.144”
Bottom : X: -0.829” Y: -0.137”
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
Copyright © 2012 URS CONFIDENTIAL – This document is proprietary and competitively sensitive. Any disclosure, copying, or use of it is strictly prohibited.
Lifting Point
12
XXJ1610733
X 3.019E+01Y 1.564E+01Z 8.665E-01
XX
J1610739
X 3.017E+01Y -2.592E+01Z 5.635E+00
XXF1
X 4.093E+01Y 2.754E+01Z 8.552E-01
XXB1020 X 4.129E+01
Y -1.369E+01Z 5.591E+00
XXB1023
X -2.360E+01Y -1.183E+01
Z -3.203E+00
XXJ1610546
X -3.499E+01Y -2.620E+01
Z -3.161E+00
XX
J1610540
X -3.497E+01Y 1.573E+01Z -8.045E+00
Displacements at JointsLoad 200INCH Offset Lifting point:
Lift at X:71.26’; Y:95.85’
Top : X: 30.17” Y: -25.92”
Bottom : X: 40.93” Y: 27.54”
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
Copyright © 2012 URS CONFIDENTIAL – This document is proprietary and competitively sensitive. Any disclosure, copying, or use of it is strictly prohibited.
Lifting Point
13
Offset Lifting point:
Lift at X:71.26’; Y:95.44’
Top : X: -48.38” Y: 37.15”
Bottom : X: -35.02” Y: -44.48”
XXJ1610733
X -4.837E+01Y -2.004E+01Z -1.231E+01
XX
J1610739
X -4.838E+01Y 3.715E+01Z -6.438E+00
XXF1 X -3.502E+01
Y -4.448E+01Z -1.233E+01
XXB1020 X -3.473E+01
Y 1.101E+01Z -6.507E+00
XXB1023
X 5.364E+01Y 1.453E+01
Z 9.457E+00
XXJ1610546
X 4.029E+01Y 3.662E+01Z 9.532E+00
XX
J1610540X 4.030E+01Y -2.003E+01Z 3.752E+00
Displacements at JointsLoad 200INCH
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
Copyright © 2012 URS CONFIDENTIAL – This document is proprietary and competitively sensitive. Any disclosure, copying, or use of it is strictly prohibited.
Lifting Point
14
XX J1610733
X 4.478E+01Y 1.864E+01Z 7.690E+00
XXJ1610739
X 4.476E+01Y -3.505E+01Z 3.098E+00
XX
J1610540
X -3.935E+01Y 1.866E+01
Z -6.607E+00
XX
J1610546X -3.936E+01Y -3.553E+01
Z -1.109E+01
XXF1
X 3.476E+01Y 3.763E+01Z 7.677E+00
XXB1020
X 3.378E+01Y -1.541E+01Z 3.032E+00
XXB1023
X -5.006E+01Y -1.227E+01Z -1.115E+01
Displacements at JointsLoad 200INCH
Offset Lifting point:
Lift at X:70.85’; Y:95.85’
Top : X: -44.76” Y: 35.05”
Bottom : X: 34.76” Y: 37.63”
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
Copyright © 2012 URS CONFIDENTIAL – This document is proprietary and competitively sensitive. Any disclosure, copying, or use of it is strictly prohibited.
Lifting Point
15
XX J1610733
X -4.082E+01Y -1.872E+01Z -7.148E+00
XXJ1610739
X -4.083E+01Y 3.584E+01Z -1.117E+01
XXF1
X -4.952E+01Y -4.086E+01Z -7.164E+00
XXB1020
X -5.042E+01Y 1.199E+01Z -1.123E+01
XXB1023
X 3.397E+01Y 1.517E+01Z 3.340E+00
XXJ1610546
X 4.361E+01Y 3.536E+01Z 3.408E+00
XX
J1610540X 4.362E+01Y -1.871E+01Z 7.416E+00
Displacements at JointsLoad 200INCH Offset Lifting point:
Lift at X:70.85’; Y:95.50’
Top : X: -48.38” Y: 37.15”
Bottom : X: -35.02” Y: -44.48”
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
Copyright © 2012 URS CONFIDENTIAL – This document is proprietary and competitively sensitive. Any disclosure, copying, or use of it is strictly prohibited.
Lifting Point
16
Lifting Point (ft) Distance from Lifting Point (in) Deformation (in)
X Y X YTop Bottom
X Y X Y
Center of Gravity 71.11 95.67 8/16 - 2/16 0.724 0.503 2.632 1.102
Lifting Point 71.07 95.68 0 0 -0.197 0.144 -0.829 -0.137
Offset Point 1 71.26 95.85 2 4/16 2 1/16 30.17 -25.92 40.93 27.54
Offset Point 2 71.26 95.44 2 4/16 -2 14/16 -48.38 37.15 -35.02 44.48
Offset Point 3 70.85 95.85 -2 10/16 2 1/16 -44.76 35.05 34.76 37.63
Offset Point 4 70.85 95.5 -2 10/16 -2 3/16 -48.38 37.15 -35.02 -44.48
Lifting Point Deformation Summary Table
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
Copyright © 2012 URS CONFIDENTIAL – This document is proprietary and competitively sensitive. Any disclosure, copying, or use of it is strictly prohibited.
Applying Wind Load to Module
17
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
Copyright © 2012 URS CONFIDENTIAL – This document is proprietary and competitively sensitive. Any disclosure, copying, or use of it is strictly prohibited.
Applying Wind Load to Module
Wind speed definition:
•Light & variable. = 0-5 mph.
•Breezy = 15-25 mph.
•Windy = 20-30mph.
•Very Windy = 30-40 mph.
•Strong = 40-62 mph.
•Gale Force = 62-74 mph.
•Hurricane = 74+ mph.
18
Design Wind Speed
Wind Speed Net Design Wind Pressure
40 mph 4 psf
30 mph 2 psf
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
Copyright © 2012 URS CONFIDENTIAL – This document is proprietary and competitively sensitive. Any disclosure, copying, or use of it is strictly prohibited.
Applying Wind Load to Module
Calculate Exposed Steel Area:
{ 3349} > PRINT MEMBER LENGTH MEMBERS EXISTING
{ 3350} > PRINT MEMBER INCIDENCES MEMBERS EXISTING
{ 3351} > PRINT MEMBER PROPERTIES MEMBERS EXISTING
19
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
Copyright © 2012 URS CONFIDENTIAL – This document is proprietary and competitively sensitive. Any disclosure, copying, or use of it is strictly prohibited.
Applying Wind Load to Module
Calculate Joint Load:
20
Member Start EndLength Depth Wind
Pressure Distribution
Load Joint Load
(ft) (ft) (psf) (lbf/ft) (lbf)BM100123 F1021 B100170 4.833 2.367 4.000 9.468 22.879BM100124 B100170 J1020002 2.417 2.367 4.000 9.468 11.442BM100125 J1020002 B100171 2.416 2.367 4.000 9.468 11.437BM100126 B100171 F1020 4.834 2.367 4.000 9.468 22.884BM100127 F1023 B100123 4.800 2.367 4.000 9.468 22.723BM100128 B100123 J1020005 2.450 2.367 4.000 9.468 11.598BM100129 J1020005 B100120 2.416 2.367 4.000 9.468 11.437BM100130 B100120 F1022 4.834 2.367 4.000 9.468 22.884BM100131 F2004 B100106 4.800 1.150 4.000 4.600 11.040BM100132 B100106 B100110 4.866 1.150 4.000 4.600 11.192BM100133 B100110 F2003 4.834 1.150 4.000 4.600 11.118BM100134 F2002 B100156 4.833 1.017 4.000 4.068 9.830BM100135 B100156 B100162 4.833 1.017 4.000 4.068 9.830BM100136 B100162 F2001 4.834 1.017 4.000 4.068 9.832BM100146 B100105 B100109 4.800 1.017 4.000 4.068 9.763BM100147 B100109 B100113 4.866 1.017 4.000 4.068 9.897BM100148 B100113 B100102 4.834 1.017 4.000 4.068 9.832BM100149 B100102 B100147 6.000 1.017 4.000 4.068 12.204BM100150 B100147 B100148 6.000 1.017 4.000 4.068 12.204
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
Copyright © 2012 URS CONFIDENTIAL – This document is proprietary and competitively sensitive. Any disclosure, copying, or use of it is strictly prohibited.
Applying Wind Load to Module
Time History Wind Pressure for Dynamic Analysis
21
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
Copyright © 2012 URS CONFIDENTIAL – This document is proprietary and competitively sensitive. Any disclosure, copying, or use of it is strictly prohibited.
Applying Wind Load to Module
Time History Wind Pressure for Dynamic Analysis
22
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
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Analysis & Results
23
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
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Analysis & ResultsHand Calculation
24
Wind Load
Dead Load
C. G.
82 ft
T
Wind Load
Dead Load
C. G.
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
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Analysis & ResultsHand Calculation (cont’d)
25
X-direction (4psf) Y-direction (4psf) X-direction (2psf) Y-direction (2psf)
Wind Load (kips) 15.32 15.32 20.62 20.62 7.66 7.66 10.31 10.31
Gravity Load (kips) 2594 2594 2594 2594 2594 2594 2594 2594
(degree) 0.339 0.339 0.456 0.456 0.169 0.169 0.228 0.228
Location Top Bottom Top Bottom Top Bottom Top Bottom
Length (ft) 55.34 133.35 58.51 134.70 55.34 133.35 58.51 134.70
Displacement (in) 3.92 9.45 5.58 12.85 1.96 4.73 2.79 6.42
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
Copyright © 2012 URS CONFIDENTIAL – This document is proprietary and competitively sensitive. Any disclosure, copying, or use of it is strictly prohibited.
Analysis & ResultsNonlinear Analysis
26
X- Direction Wind Load
4 psf
Top : X: 16.12” Y: -8.92”
Bottom : X: 22.45” Y: -9.28”
XXJ1610733
X 1.613E+01Y 6.905E+00Z -2.537E+00
XXJ1610739
X 1.612E+01Y -8.919E+00Z 1.607E-01
XXF1
X 2.214E+01Y 7.084E+00Z -2.544E+00
XXB1020
X 2.245E+01Y -9.279E+00Z 1.435E-01
XXB1023
X -2.214E+00Y -8.914E+00
Z 2.475E-01
XXJ1610546
X -9.080E+00Y -8.963E+00Z 2.643E-01
XX
J1610540
X -9.070E+00Y 7.301E+00Z -2.669E+00
Displacements at JointsLoad 600INCH
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
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Analysis & ResultsNonlinear Analysis (cont’d)
27
XXJ1610546
X 2.664E+01Y 2.436E+01Z -4.231E+00
XX
J1610540
X 2.665E+01Y -1.082E+01
Z -4.810E+00
XX
J1610733X -2.763E+01Y -1.120E+01Z 1.824E+00
XX
J1610739
X -2.764E+01Y 2.465E+01Z 1.959E+00
XXB1020 X -2.743E+01
Y 3.289E+01Z 1.919E+00
XXF1 X -2.728E+01
Y -2.051E+00Z 1.816E+00
XXB1023
X 2.787E+01Y 3.474E+01Z -4.270E+00
Displacements at JointsLoad 500INCH
Y- Direction Wind Load
4 psf
Top : X: -27.64” Y: 24.65”
Bottom : X:-27.43” Y: 32.89”
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
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Analysis & ResultsNonlinear Analysis (cont’d)
28
XXJ1610733
X 7.463E+00Y 2.936E+00Z -1.923E+00
XX
J1610739
X 7.454E+00Y -4.028E+00Z -5.400E-01
XX
J1610540
X -4.050E+00Y 3.334E+00
Z -2.134E+00
XX
J1610546X -4.060E+00Y -4.018E+00Z -4.901E-01
XX
B1023X -2.073E-01
Y -4.085E+00Z -5.020E-01 XX
B1022
X 3.014E+00Y -4.077E+00Z -5.224E-01 XX
B1020 X 1.070E+01Y -4.120E+00Z -5.523E-01
XXF1
X 1.054E+01Y 3.322E+00Z -1.929E+00
Displacements at JointsLoad 620INCH
X- Direction Wind Load
2 psf
Top : X: 7.45” Y: -4.03”
Bottom : X: 10.54” Y: -4.12”
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
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Analysis & ResultsNonlinear Analysis (cont’d)
29
XX J1610733
X -1.363E+01Y -5.654E+00Z 3.026E-01
XXJ1610739
X -1.364E+01Y 1.218E+01Z 3.877E-01
XX
J1610540
X 1.306E+01Y -5.263E+00
Z -3.223E+00
XXJ1610546
X 1.305E+01Y 1.213E+01Z -2.777E+00
XX
B1023X 1.405E+01Y 1.711E+01
Z -2.795E+00XXB1022
X 6.751E+00Y 1.714E+01Z -1.891E+00
XXB1020 X -1.346E+01
Y 1.671E+01Z 3.698E-01
XXF1
X -1.343E+01Y -6.015E-01Z 2.960E-01
Displacements at JointsLoad 520INCH Y- Direction Wind Load
2 psf
Top : X: -13.64” Y: 12.18”
Bottom : X: -13.46” Y: 16.71”
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
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Analysis & ResultsNonlinear Analysis (cont’d)
Nonlinear Analysis Summary Table
Deformation (in)Top Bottom
X Y X Y
X-Direction4 psf 16.12 -8.92 22.45 -9.28
2 psf 7.45 -4.03 10.54 -4.12
Y-Direction4 psf -27.64 24.65 -27.43 32.89
2 psf -13.64 12.18 -13.46 16.71
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
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Analysis & ResultsNonlinear Dynamic Analysis
Time History Wind Pressure for Dynamic Analysis
31
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
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Analysis & ResultsNonlinear Dynamic Analysis (cont’d)
32
Top Joint
Bottom Joint
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
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Analysis & ResultsNonlinear Dynamic Analysis (cont’d)
33
X-direction Wind (4 psf) Top Joint Displacement
Displacement vs Time, Load windns5, Joint J1610739
Time (SEC)
0 50 100 150 200 250 300
-1
-2
-3
1
2
3
Dis
plac
emen
t X (
IN)
Displacement vs Time, Load windns5, Joint J1610739
Time (SEC)
0 50 100 150 200 250 300
-0.1
-0.2
-0.3
0.1
0.2
0.3
Dis
plac
emen
t Y (
IN)
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
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Analysis & ResultsNonlinear Dynamic Analysis (cont’d)
34
X-direction Wind (4 psf) Bottom Joint Displacement
Displacement vs Time, Load windns5, Joint B1020
Time (SEC)
0 50 100 150 200 250 300
-1
-2
-3
-4
1
2
3
4
Dis
plac
emen
t X (
IN)
Displacement vs Time, Load windns5, Joint B1020
Time (SEC)
0 50 100 150 200 250 300-0.1
-0.2
-0.3
-0.4
-0.5
-0.6
-0.7
-0.8
-0.9
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
Dis
plac
emen
t Y
(IN
)
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
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Analysis & ResultsNonlinear Dynamic Analysis (cont’d)
35
Y-direction Wind (4 psf) Top Joint Displacement
Displacement vs Time, Load windw5, Joint J1610739
Time (SEC)
0 50 100 150 200 250 300
-1
-2
1
2
Dis
plac
emen
t X (
IN)
Displacement vs Time, Load windw5, Joint J1610739
Time (SEC)
0 50 100 150 200 250 300
-1
-2
-3
1
2
3
Dis
plac
emen
t Y (
IN)
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
Copyright © 2012 URS CONFIDENTIAL – This document is proprietary and competitively sensitive. Any disclosure, copying, or use of it is strictly prohibited.
Analysis & ResultsNonlinear Dynamic Analysis (cont’d)
36
Y-direction Wind (4 psf) Bottom Joint Displacement
Displacement vs Time, Load windw5, Joint B1020
Time (SEC)
0 50 100 150 200 250 300
-1
-2
-3
1
2
3
Dis
plac
emen
t X (
IN)
Displacement vs Time, Load windw5, Joint B1020
Time (SEC)
0 50 100 150 200 250 300
-1
-2
-3
-4
1
2
3
4
Dis
pla
cem
ent
Y (
IN)
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
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Analysis & ResultsNonlinear Dynamic Analysis (cont’d)
Time History Wind Pressure for Dynamic Analysis
37
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
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Analysis & ResultsNonlinear Dynamic Analysis (cont’d)
38
X-direction Wind (4 psf) Top Joint Displacement
Displacement vs Time, Load windns5, Joint J1610739
Time (SEC)
0 50 100 150 200 250 300
-1
-2
-3
1
2
3
Dis
plac
emen
t X (
IN)
Displacement vs Time, Load windns5, Joint J1610739
Time (SEC)
0 50 100 150 200 250 300-0.1
-0.2
-0.3
-0.4
-0.5
-0.6
-0.7
0.1
0.2
0.3
0.4
0.5
0.6
0.7
Dis
plac
emen
t Y
(IN
)
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
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Analysis & ResultsNonlinear Dynamic Analysis (cont’d)
39
X-direction Wind (4 psf) Bottom Joint Displacement
Displacement vs Time, Load windns5, Joint B1020
Time (SEC)
0 50 100 150 200 250 300
-1
-2
-3
-4
-5
1
2
3
4
5
Dis
plac
emen
t X (
IN)
Displacement vs Time, Load windns5, Joint B1020
Time (SEC)
0 50 100 150 200 250 300
-1
-2
1
2
Dis
plac
emen
t Y (
IN)
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
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Analysis & ResultsNonlinear Dynamic Analysis (cont’d)
40
Y-direction Wind (4 psf) Top Joint Displacement
Displacement vs Time, Load windw5, Joint J1610739
Time (SEC)
0 50 100 150 200 250 300
-1
-2
-3
-4
1
2
3
4
Dis
plac
emen
t X (
IN)
Displacement vs Time, Load windw5, Joint J1610739
Time (SEC)
0 50 100 150 200 250 300
-1
-2
-3
1
2
3
Dis
plac
emen
t Y (
IN)
![Page 41: Presentation to GT STRUDL USER GROUP MEETING June 14th, 2012 Feifei Lu, PE Structural Engineer URS Corporation Nonlinear Analysis / Nonlinear Dynamic Analysis.](https://reader031.fdocuments.net/reader031/viewer/2022032205/56649e705503460f94b6e5e8/html5/thumbnails/41.jpg)
Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
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Analysis & ResultsNonlinear Dynamic Analysis (cont’d)
41
Y-direction Wind (4 psf) Bottom Joint Displacement
Displacement vs Time, Load windw5, Joint B1020
Time (SEC)
0 50 100 150 200 250 300
-1
-2
-3
-4
1
2
3
4
Dis
plac
emen
t X (
IN)
Displacement vs Time, Load windw5, Joint B1020
Time (SEC)
0 50 100 150 200 250 300
-1
-2
-3
-4
-5
-6
1
2
3
4
5
6
Dis
pla
cem
ent
Y (
IN)
![Page 42: Presentation to GT STRUDL USER GROUP MEETING June 14th, 2012 Feifei Lu, PE Structural Engineer URS Corporation Nonlinear Analysis / Nonlinear Dynamic Analysis.](https://reader031.fdocuments.net/reader031/viewer/2022032205/56649e705503460f94b6e5e8/html5/thumbnails/42.jpg)
Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
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Remaining Problems
42
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
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Remaining Problems
• Instability problem during analysis
• Difficulty to obtain wind time history data
• Computer limitation
• Wind load uncertainty
43
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
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Conclusion
44
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
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Conclusion
• Structure is sensitive to lifting point
• Hand calculation is not able to account for rotational deformation
• Nonlinear analysis provides conservative results
• Nonlinear dynamic analysis provides more realistic results
• 30 MPH is a better criteria for this particular lifting procedure
45
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Nonlinear Analysis / Nonlinear Dynamic Analysis of Module Lifting with Wind Load
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Q&A
46