| Dimensions |
|
|
|
|
|
|
|
|
|
|
|
| Parameter |
Constant |
Calculated |
Used |
|
|
|
|
| Gravity |
9.80665 |
|
9.8067 |
|
|
|
|
| Tower Width |
|
63.0936 |
63.0936 |
| Tower Height (Above Grade) |
416.9664 |
415.3916 |
415.3916 |
|
|
|
|
| Tower Core Width |
26.5176 |
|
26.5176 |
| Tower Core Length |
41.1480 |
|
41.1480 |
|
|
|
|
| Tower Floors (Above Grade) |
110 |
|
110 |
| Tower Floors (Below Grade) |
6 |
|
6 |
| Tower Floors (Total) |
|
116 |
116 |
|
|
|
|
| Storey Height (Average) |
|
3.7763 |
3.7763 |
| Floor Structure Height
(Average) |
|
0.7492 |
0.7492 |
| Floor Height (Floor to Ceiling
Average) |
|
3.0271 |
3.0271 |
|
|
|
|
| Floor Area (Inside Core) |
|
1091.1462 |
1091.1462 |
| Floor Area (Outside Core) |
|
2889.6562 |
2889.6562 |
| Floor Area (Total) |
|
3980.8024 |
3980.8024 |
|
|
|
|
| Floor Concrete Area (Outside
Core) |
|
2675.6076 |
2675.6076 |
| Floor Concrete Area (Inside
Core) |
|
654.6877 |
654.6877 |
|
|
|
|
| Concrete Density (Outside
Core) |
1601.8463 |
|
1601.8463 |
| Concrete Density (Inside Core) |
2402.7694 |
|
2402.7694 |
|
|
|
|
| Concrete Energy (Fracture
Outside Core) |
100 |
|
100 |
| Concrete Energy (Fracture
Inside Core) |
|
150.0000 |
150.0000 |
|
|
|
|
| Floor Mass Concrete (Above
Grade Average) |
|
653883 |
653883 |
| Tower Mass Concrete (Above
Grade) |
|
71927149 |
71927149 |
|
|
|
|
| Floor Mass Steel (Above Grade
Average) |
|
469815 |
469815 |
| Tower Mass Steel |
96000000 |
57493691 |
57493691 |
|
|
|
|
| Mass of Roof and Antenna |
4300000 |
|
4300000 |
| Tower Mass (Above Grade)
(Includes Live Load) |
|
228986835 |
|
|
|
|
|
| Collapse Energy per Floor
(Perimeter) |
2.69E+08 |
|
2.69E+08 |
| Collapse Energy per Floor
(Core) |
3.60E+08 |
|
3.60E+08 |
|
|
|
|
| COM KE loss available for
deformation ? (y/n) |
|
|
y |
|
|
|
|
| Use Constant Floor Mass ?
(y/n) |
|
|
n |
| Floor Mass (Above Grade
Average Used if y) |
|
2042608 |
1 |
| Inside Core Live Load Factor |
|
|
0.25 |
| Outside Core Live Load Factor |
|
|
0.25 |
|
|
|
|
| Use Constant Support Energy ?
(y/n) |
|
|
n |
| Energy to Collapse Support per
Floor (avg) |
6.29E+08 |
2.21E+09 |
2.21E+09 |
|
|
|
|
| Use Constant Crush Energy ?
(y/n) |
|
|
n |
| Average Constant Concrete
Crush Scale |
|
|
200 |
| Energy per floor |
|
1.22E+09 |
1.22E+09 |
| Percentage of available
concrete crushed |
|
2.00E-01 |
0.20 |
|
|
|
|
| Use Percentage Based Mass Loss
? (y/n) |
|
|
n |
| Floor Mass Loss Percentage per
Floor Impact |
|
|
0.00 |
| Cap Mass Loss Percentage per
Floor Impact |
|
|
0.00 |
| if n then… |
|
|
|
| Use Manual Per-Floor Specific
Mass Loss (y/n) |
|
|
n |
| if n then… |
|
|
|
| Apply Calculated Mass Loss to
Cap ? (y/n) |
|
|
n |
|
|
|
|
| Shed
all external column mass on impact ? (y/n) |
|
y |
|
|
|
|
| Lateral Ejection Velocity
(average) |
|
|
5.00 |
|
|
|
|
| Allow post failure progression
? |
|
|
n |
|
|
|
|
| INITIAL DROP HEIGHT |
|
2.9084 |
2.9084 |
|
|
|
|
| Mass of Aircraft |
128639 |
|
128639 |
|
|
|
|
| Initial Failure Floor |
92 |
|
92 |
| Initial Cap Floors |
|
18 |
18 |
| Initial Cap Mass |
|
3.62E+07 |
3.62E+07 |
|
|
|
|
| First Stage Collapse Time |
|
30.6225 |
30.6225 |
|
|
|
|
| First Stage First Impact
Velocity |
|
7.5527 |
7.5527 |
| First Stage Final Impact
Velocity |
|
19.5595 |
19.5595 |
| Second Stage Final Impact
Velocity |
|
41.4216 |
41.4216 |
| Second Stage Collapse Time |
|
2.2293 |
2.2293 |
|
|
|
|
| FULL COLLAPSE TIME |
|
32.8518 |
32.8518 |
|
|
|
|
| Collapse End Floor |
|
|
51 |
|
|
|
|
| Energy
Tower (Maximum) |
|
4.18E+11 |
4.18E+11 |
| Energy to Heat per Tower |
|
0.00E+00 |
0.00E+00 |
| Energy to Break Support per
Tower (Above Grade) |
|
2.34E+11 |
2.34E+11 |
| Energy to crush concrete per
Tower (Above Grade) |
|
8.37E+09 |
8.37E+09 |
| Energy Usage |
|
2.42E+11 |
2.42E+11 |
| Energy Remaining |
|
1.76E+11 |
1.76E+11 |
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