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Project Cyclops, A Design... - Department of Earth and Planetary ...

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APPENDIX<br />

G<br />

BACK-UP<br />

STRUCTURES<br />

There are four primary methods for limiting the<br />

deflections <strong>of</strong> an antenna structure 'that appear to be<br />

usable for the <strong>Cyclops</strong> design.<br />

MAXIMUM STIFFNESS APPROACH<br />

This is the time-honored procedure that has been<br />

used by structural engineers for designing buildings,<br />

bridges, etc. It has the distinct disadvantage <strong>of</strong> requiring<br />

more material compared with other methods, to achieve<br />

the desired result. This method is useful to the <strong>Cyclops</strong><br />

design only if structural members can be incorporated<br />

for multiple use-for example, incorporating the reflector<br />

surface <strong>and</strong> backup structure into some sort <strong>of</strong><br />

semimonocoque type <strong>of</strong> arrangement.<br />

ENVIRONMENTAL<br />

SHIELDING<br />

A radome may be placed over the antenna to shield it<br />

from wind <strong>and</strong> thermal effects. According to reference<br />

1, this approach gives a total structural cost that may be<br />

appreciably below the typical cost curves for all current<br />

existing antenna designs. (Although our study here does<br />

not necessarily confirm this finding.)<br />

BEST-FIT<br />

PROCEDURE<br />

It is possible to reduce the rms deviation by fitting a<br />

paraboloid <strong>of</strong> revolution to the distorted surface for the<br />

various angles <strong>of</strong> tilt <strong>of</strong> the dish. The so.called "homologous<br />

design" as discussed in reference 2 is a further<br />

exploration <strong>of</strong> this method. Figure 8-2 from reference 2<br />

shows the so-called "natural" limits that exist for a<br />

steerable antenna. Assuming that the rms deviation for<br />

the <strong>Cyclops</strong> antenna elements is between 1 mm <strong>and</strong> 3<br />

mm, it can be observed from Figure 8-2 that it is<br />

possible to construct dishes with a diameter <strong>of</strong> 40 to 70<br />

m without violating the gravitational limit. For dishes in<br />

excess <strong>of</strong> these dimensions, it is necessary to employ a<br />

refinement in structural analysis or design to meet the<br />

requirements <strong>of</strong> rms deviation. Regardless <strong>of</strong> the size <strong>of</strong><br />

the dish to be selected, a best fit procedure should be<br />

used to minimize the rms error <strong>and</strong> total structural<br />

weight.<br />

THE USE OF MECHANICALLY<br />

ELEMENTS<br />

ACTIVATED<br />

If the antenna element is fitted with force or<br />

deformation compensating devices so that excessive<br />

deflections can be removed, then the structural elements<br />

can be made much lighter. These compensation devices<br />

can consist <strong>of</strong> hydraulic jacks, that are properly arranged<br />

counterweights. According to reference 1 it is possible to<br />

accomplish proper compensation with as few as three<br />

opposing force systems. This approach seems to lack<br />

appeal for the <strong>Cyclops</strong> array because, with the large<br />

number <strong>of</strong> elements, the problem <strong>of</strong> maintenance<br />

appears to outweigh any savings represented by initial<br />

cost<br />

savings.<br />

REFERENCES<br />

1. A Large Radio-Radar Telescope Proposal for a<br />

Research Facility. (4 vol.) Northeast Radio Observatory<br />

Corp., June 1970.<br />

2. A 300 Foot High High-Precision Radio Telescope.<br />

National Radio Astronomy Observatory, Green<br />

Bank, West Virginia, May 1969.<br />

Preceding pal[eblank<br />

205

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