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ARCE 415 | COLLABORATORY HIGH RISE DESIGN team05 - MICHAEL AYERS - 06.04.2020 the BEEHIVE
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ARCE 415 | COLLABORATORY HIGH RISE DESIGNteam05 - MICHAEL AYERS - 06.04.2020
theBEEHIVE
WEAIRE-PHELAN STRUCTURE
RHOMBO-HEXAGONAL DODECAHEDRON
MODULE2
STRUCTURE 3
OUTLINE FORM OF DODECAHEDRON(rhombo-hexagonal dodecahedron)
60°
90°
OUTLINE FORM OF DODECAHEDRON(rhombo-hexagonal dodecahedron)
60°
90°
ADDITION OF GRAVITY SYSTEM
90°
90°
ADDITION OF GRAVITY SYSTEM
90°
90°BRACING ADDED IN HEXAGONFACES OF MODULE
90°
90°
BRACING ADDED IN HEXAGONFACES OF MODULE
90°
90°
BRACING ADDED IN RHOMBUSFACES OF MODULE
90°
BRACING ADDED IN RHOMBUSFACES OF MODULE
90°
TESSELLATION4
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0"
10' -
6"
10' -
6"
10' -
6"
10' -
6"
10' -
6"
10' -
6"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
B
C
D
E
F
G
6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0"
10' -
6"
10' -
6"
10' -
6"
10' -
6"
10' -
6"
10' -
6"
+X
+Y
MODULEGEOMETRY BLW.
MODULE CUT LINEFOR PLAN VIEW(SEE ABV.)
FLOOR EXTENT
+X+Y
+Z
FORM 5
SPACE6
DRAWINGS 7
TEAM 05 - THE BEEHIVE (DODECAHEDRON) HOUSING TOWER | MICHAEL AYERS | 05.25.2020
E-W N-S
12'
TYPICAL FRAMING
RECIPROCAL FRAMING
TYPICAL HOUSING FLOOR
FLOOR CUT LINE
A
OR
(5) @ 21'-0" = 105'-0" (7) @ 24'-0
" = 168'-0
"
TYPICAL HOUSING FLOOR
FLOOR CUT LINE
A
OR
(7) @ 24'-0
" = 168'-0
"(5) @ 21'-0" = 105'-0"
12'
ENVELOPE8
A
ENVELOPE SECTION
ENVELOPE ELEVATION
SINGLE MODULE
3242
A MODULE INTERACTION
A
DETAILING 9
4UPPER MODULE PLANSCALE: 1 1/2" = 1'-0" 0' 1'
3
6BALL JOINT PLANSCALE: 1/2" = 1'-0" 0' 1'
5
3BALL JOINT AT BMSCALE: 1/2" = 1'-0" 0' 1'
20' 1'
4
3BALL JOINT ASCALE: 1/2" = 1'-0"
2465
1
3
2
3
3242
431
3242
SINGLE MODULE
BALL JOINT CONNECTIVITY
ANALYSIS8
0 5 10 20 30
50
TYPICAL HOUSING FLOOR
(7) @ 24'-0" = 168'-0"
2D BRACED LINE MODELLING
3.1% 3.1%24% 17% 17% 21% 7.5% 7.5%
18:1 18:17:1 7:1 7:1 7:1 12:1 12:1
SHEAR
0
10
20
30
40
50
60
70
0 1000 2000 3000 4000 5000 6000 7000 8000
LEVE
L
STORY SHEAR [k]
SEISMIC v. WIND - STORY SHEAR
SEISMIC
WIND
PROCESS 11
Conc. Flat Slab | Vierendeel BeltSteel Outrigger | Belt Truss Load Flow | Dynamic Effects Wall Coupling
BANK OF CHINA ROSE RAYHAAN 1000 MUSEUM SHANGHAI WFC KK100 JIN MAO 30 HUDSON AL HAMRA
QUESTIONS
