|
SELECTED IDEAS OF BUCKMINSTER
FULLER |
|
TRIANGLES: 3-WAY WEAVE
DOMES |
|
STRESS ANALYSIS |
 |
Geodesic domes
should be analyzed
as hydraulic
or pneumatic structures |
For further information see:
| Stresses in Framed Surface
Domes |
R Feng |
Masters; _?_ pages |
N Carolina State U |
1962 |
| Study of
stability: framed/triangulate dome under action of concentrated load |
R Aguilar |
Doctoral; _?_ pages |
" |
1964 |
| Membrane Forces &
Buckling in Reticulated Shells |
D Wright |
pp 173-201 |
jrnl struct div, asce |
2-1-65 |
| Steel Space Structures |
Makowski |
62-3, 72-6,
123, 149-55 |
? |
1965 |
| Buckling of Framed Domes |
K Buchert |
pp 120-1 |
Engn Jrnl, aisc 2-4 |
1965 |
| Geodesics |
Ed Popko |
figure 14 |
? |
1968 |
| 3/4 3F Icosa-Alt Geo Dome,
Math Structural Analysis, Physical Tests |
D Wasley |
San Rafael, CA; p? |
marin co bldg dept |
2-_-71 |
| Domebook 2 |
Staff |
p 114 |
Pacific Domes |
1971 |
| Dome Notes |
hjersman |
pp 89-106 |
? |
1975 |
| Geodesic Math and How to Use
It |
H Kenner |
pp 1-35 |
? |
1976 |
| The Artifacts of R.
Buckminster Fuller, Vol 3 |
J Ward |
p 15 |
Editor |
1985 |
| Buckminster Fuller |
M Pawley |
p 150 |
? |
1990 |
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Sunday, March 25, 2007
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