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	<title>Comments on: Building a Moon Base: Part 3 &#8211; Structural Design</title>
	<atom:link href="http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/feed/" rel="self" type="application/rss+xml" />
	<link>http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/</link>
	<description>Space and astronomy news</description>
	<lastBuildDate>Sun, 22 Nov 2009 03:07:54 -0600</lastBuildDate>
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		<title>By: Marcos Passarello</title>
		<link>http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/comment-page-1/#comment-32840</link>
		<dc:creator>Marcos Passarello</dc:creator>
		<pubDate>Sun, 14 Sep 2008 22:32:51 +0000</pubDate>
		<guid isPermaLink="false">http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/#comment-32840</guid>
		<description>I see the diagrams of how to obtain He3 from the moon studying the papers of 
University of Wisconsin.The design of mining machine to do this process 
that go to the moon, extract He3, 
come back to earth and in the middle of the way process the he3.
The methodologyâ€ BIAâ€, a matrix of all problems that the machine 
could have in the way to the moon and in the way to earth.
The Impact found simple problems that could have the machine in the way 
To the moon, and criticals problems, always is high. The times, for develop 
the mining machine. The last matter will be work in Bio-fuels-Diesel, 
it could be good for the future analyses of how to process He3  fuels.
I work and develop since years a methodology of Risk Space Management 
using standards 4360 AUS-NZ ,NIST -800-30 and in the end i am working  
with ISO 31000, and 31010.</description>
		<content:encoded><![CDATA[<p>I see the diagrams of how to obtain He3 from the moon studying the papers of<br />
University of Wisconsin.The design of mining machine to do this process<br />
that go to the moon, extract He3,<br />
come back to earth and in the middle of the way process the he3.<br />
The methodologyâ€ BIAâ€, a matrix of all problems that the machine<br />
could have in the way to the moon and in the way to earth.<br />
The Impact found simple problems that could have the machine in the way<br />
To the moon, and criticals problems, always is high. The times, for develop<br />
the mining machine. The last matter will be work in Bio-fuels-Diesel,<br />
it could be good for the future analyses of how to process He3  fuels.<br />
I work and develop since years a methodology of Risk Space Management<br />
using standards 4360 AUS-NZ ,NIST -800-30 and in the end i am working<br />
with ISO 31000, and 31010.</p>
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		<title>By: T. Ziegler</title>
		<link>http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/comment-page-1/#comment-31573</link>
		<dc:creator>T. Ziegler</dc:creator>
		<pubDate>Wed, 03 Sep 2008 04:09:58 +0000</pubDate>
		<guid isPermaLink="false">http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/#comment-31573</guid>
		<description>Is it possible to make a tunnel borer that can be reassembled on the moon or mars and use this to enlarge or/and straighten lava tubes to emplace inflatable habitats?  What else should be looked into?</description>
		<content:encoded><![CDATA[<p>Is it possible to make a tunnel borer that can be reassembled on the moon or mars and use this to enlarge or/and straighten lava tubes to emplace inflatable habitats?  What else should be looked into?</p>
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		<title>By: T. Ziegler</title>
		<link>http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/comment-page-1/#comment-31572</link>
		<dc:creator>T. Ziegler</dc:creator>
		<pubDate>Wed, 03 Sep 2008 04:01:54 +0000</pubDate>
		<guid isPermaLink="false">http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/#comment-31572</guid>
		<description>Those of you who are old hats at this may have seen the website from Caterpillar(R).  Their site has a video of the tractor they&#039;re developing for NASA.  It combines a bulldozer/skiploder as well as a module transport.  I would suggest you watch the video if you have not already seen it.</description>
		<content:encoded><![CDATA[<p>Those of you who are old hats at this may have seen the website from Caterpillar(R).  Their site has a video of the tractor they&#039;re developing for NASA.  It combines a bulldozer/skiploder as well as a module transport.  I would suggest you watch the video if you have not already seen it.</p>
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		<title>By: Mr.S.Muthusamy</title>
		<link>http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/comment-page-1/#comment-16247</link>
		<dc:creator>Mr.S.Muthusamy</dc:creator>
		<pubDate>Mon, 24 Mar 2008 21:09:45 +0000</pubDate>
		<guid isPermaLink="false">http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/#comment-16247</guid>
		<description>On a lighter side of things, how wouldthe first human (beings)colonists will get along with each other?</description>
		<content:encoded><![CDATA[<p>On a lighter side of things, how wouldthe first human (beings)colonists will get along with each other?</p>
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		<title>By: Building a Base on the Moon at AntiTerra</title>
		<link>http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/comment-page-1/#comment-16164</link>
		<dc:creator>Building a Base on the Moon at AntiTerra</dc:creator>
		<pubDate>Sun, 23 Mar 2008 15:32:38 +0000</pubDate>
		<guid isPermaLink="false">http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/#comment-16164</guid>
		<description>[...] associated with such an endeavour, we have looked at the structures available to us, we have even detailed a particular hangar-like structure that might use locally mined materials. Now, we look into the possible infrastructure elements that [...]</description>
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<p>[...] associated with such an endeavour, we have looked at the structures available to us, we have even detailed a particular hangar-like structure that might use locally mined materials. Now, we look into the possible infrastructure elements that [...]</p>
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		<title>By: F. Ruess</title>
		<link>http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/comment-page-1/#comment-14505</link>
		<dc:creator>F. Ruess</dc:creator>
		<pubDate>Fri, 29 Feb 2008 15:12:51 +0000</pubDate>
		<guid isPermaLink="false">http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/#comment-14505</guid>
		<description>Nice to see that extracts of my work with Benaroya are published here!

Only some quick thoughts on Mr McClatchie&#039;s comments:

Of course the ideal shape in terms of building a pressure vessel from a stress point of view would be a sphere or a tube with spherical ends.
BUT, spheres and cylinder tend to roll! Astronauts need a flat floor (we&#039;re not at zero g like Bigelow in Earth orbit).
The presented structure tries to deal with these and many other issues. It has structural hinges at the intersection of arch and flat floor, so there is no issue with stress concentration at the corners.

So many people talk about compensating dead loads on the structure with internal pressure. From my point of view there are at least 3 main load combinations one has to consider and the structure has to resist all of them:
1. Pressurized with no dead load in place (just before the regolith cover is put in place)
2. Regolith cover + Internal pressure (main operating condition and only here you have a balancing effect).
3. Catastrophic decompression with cover in place. I don&#039;t think we should completely rule that scenario out. The structure should at least work long enough for the astronauts to escape into the next airlock.

The presented design is by far the only or the best solution. I don&#039;t think such a solution even exists. But there are very many boundary conditions (many, many more than I mentioned here) and an adequate design has to consider all of them.

Best regards,
F. Ruess</description>
		<content:encoded><![CDATA[<p>Nice to see that extracts of my work with Benaroya are published here!</p>
<p>Only some quick thoughts on Mr McClatchie&#039;s comments:</p>
<p>Of course the ideal shape in terms of building a pressure vessel from a stress point of view would be a sphere or a tube with spherical ends.<br />
BUT, spheres and cylinder tend to roll! Astronauts need a flat floor (we&#039;re not at zero g like Bigelow in Earth orbit).<br />
The presented structure tries to deal with these and many other issues. It has structural hinges at the intersection of arch and flat floor, so there is no issue with stress concentration at the corners.</p>
<p>So many people talk about compensating dead loads on the structure with internal pressure. From my point of view there are at least 3 main load combinations one has to consider and the structure has to resist all of them:<br />
1. Pressurized with no dead load in place (just before the regolith cover is put in place)<br />
2. Regolith cover + Internal pressure (main operating condition and only here you have a balancing effect).<br />
3. Catastrophic decompression with cover in place. I don&#039;t think we should completely rule that scenario out. The structure should at least work long enough for the astronauts to escape into the next airlock.</p>
<p>The presented design is by far the only or the best solution. I don&#039;t think such a solution even exists. But there are very many boundary conditions (many, many more than I mentioned here) and an adequate design has to consider all of them.</p>
<p>Best regards,<br />
F. Ruess</p>
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		<title>By: Iain McClatchie</title>
		<link>http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/comment-page-1/#comment-14401</link>
		<dc:creator>Iain McClatchie</dc:creator>
		<pubDate>Thu, 28 Feb 2008 06:46:57 +0000</pubDate>
		<guid isPermaLink="false">http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/#comment-14401</guid>
		<description>Your arch has a flat floor, so it has corners, which is terrible for a pressure vessel.

You probably want a cylinder, with spherical ends, just like Bigelow&#039;s inflatables.  Then, you want to bury this thing, probably by putting it into a preexisting ditch, tethering it into place, and then detonating a series of small explosives to slump the sides onto the module, a little bit at a time.  You do this with a bunch of modules and then find out which ones survived.

One of the interesting things about 1/6 gravity is that 1 atm of air can support 21 meters (!) of 3 g/cc overburden.  There is a lot of margin between the amount of material required for adequate shielding and the maximum you can dump on the structure without crushing it.

Also, 1 atm of air is not much mass, about 1 kg/m^3.  So, if you want 120 m^3 per person, you need just 120 kg per person for the air necessary to support the structure.  The carbon fiber necessary to contain that might weigh 30 kg.  So, the balloon structure isn&#039;t the difficult part here.  The assembly will be difficult.

Finally, your pressure vessel will develop leaks, and these will have to be patched from the inside.  You need a mechanism to find the leaks, probably a smoke generator.</description>
		<content:encoded><![CDATA[<p>Your arch has a flat floor, so it has corners, which is terrible for a pressure vessel.</p>
<p>You probably want a cylinder, with spherical ends, just like Bigelow&#039;s inflatables.  Then, you want to bury this thing, probably by putting it into a preexisting ditch, tethering it into place, and then detonating a series of small explosives to slump the sides onto the module, a little bit at a time.  You do this with a bunch of modules and then find out which ones survived.</p>
<p>One of the interesting things about 1/6 gravity is that 1 atm of air can support 21 meters (!) of 3 g/cc overburden.  There is a lot of margin between the amount of material required for adequate shielding and the maximum you can dump on the structure without crushing it.</p>
<p>Also, 1 atm of air is not much mass, about 1 kg/m^3.  So, if you want 120 m^3 per person, you need just 120 kg per person for the air necessary to support the structure.  The carbon fiber necessary to contain that might weigh 30 kg.  So, the balloon structure isn&#039;t the difficult part here.  The assembly will be difficult.</p>
<p>Finally, your pressure vessel will develop leaks, and these will have to be patched from the inside.  You need a mechanism to find the leaks, probably a smoke generator.</p>
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		<title>By: Links for 27-02-2008 &#124; Velcro City Tourist Board</title>
		<link>http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/comment-page-1/#comment-14289</link>
		<dc:creator>Links for 27-02-2008 &#124; Velcro City Tourist Board</dc:creator>
		<pubDate>Wed, 27 Feb 2008 03:21:48 +0000</pubDate>
		<guid isPermaLink="false">http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/#comment-14289</guid>
		<description>[...] - Building a Base on the Moon: Part 3 - Structural Design &#8220;To achieve inexpensive construction, as much local material must be used as possible. The [...]</description>
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<p>[...] &#8211; Building a Base on the Moon: Part 3 &#8211; Structural Design &#034;To achieve inexpensive construction, as much local material must be used as possible. The [...]</p>
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		<title>By: Darnell Clayton</title>
		<link>http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/comment-page-1/#comment-14176</link>
		<dc:creator>Darnell Clayton</dc:creator>
		<pubDate>Tue, 26 Feb 2008 02:37:54 +0000</pubDate>
		<guid isPermaLink="false">http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/#comment-14176</guid>
		<description>Great article! Although I figured we would eventually have to use lunar soil in some &quot;form or fashion,&quot; I never realized how tough the stuff would be once melted.

The only problem that I see is what do you do if a hole is punctured through one of these slabs? But I guess that is where Bigelow&#039;s inflatable technology (lining the walls) could come in.</description>
		<content:encoded><![CDATA[<p>Great article! Although I figured we would eventually have to use lunar soil in some &#034;form or fashion,&#034; I never realized how tough the stuff would be once melted.</p>
<p>The only problem that I see is what do you do if a hole is punctured through one of these slabs? But I guess that is where Bigelow&#039;s inflatable technology (lining the walls) could come in.</p>
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		<title>By: &#8220;Building a Base on the Moon: Part 3 - Structural Design&#8221; - Out of the Cradle</title>
		<link>http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/comment-page-1/#comment-14003</link>
		<dc:creator>&#8220;Building a Base on the Moon: Part 3 - Structural Design&#8221; - Out of the Cradle</dc:creator>
		<pubDate>Mon, 25 Feb 2008 01:38:45 +0000</pubDate>
		<guid isPermaLink="false">http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/#comment-14003</guid>
		<description>[...] O&#8217;Neill, Ian &#8220;Building a Base on the Moon: Part 3 - Structural Design&#8221; Universe Today 02/20/2008 On-Line Text [...]</description>
		<content:encoded><![CDATA[<div style="padding: 1em;border: 1px black solid">
<p>[...] O&#039;Neill, Ian &#034;Building a Base on the Moon: Part 3 &#8211; Structural Design&#034; Universe Today 02/20/2008 On-Line Text [...]</p>
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		<title>By: John</title>
		<link>http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/comment-page-1/#comment-13591</link>
		<dc:creator>John</dc:creator>
		<pubDate>Fri, 22 Feb 2008 11:20:17 +0000</pubDate>
		<guid isPermaLink="false">http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/#comment-13591</guid>
		<description>Producing a base structure for the labs, habitats...etc., from the regolith soil will require most certainly some kind of external energy input supplied from Earth -- a lot, if the objective is to smelt/melt/mix the regolith into a shape that can be constructed into a base-form. However, if these same external energy requirements (and I understand that some resources for energy can be taken in-situ from the regolith itself) can be used to construct rego-slabs etc.,, I wonder could they also be used instead to produec similar type slabs from the natural crust (i.e. the anorthosite - a plagioclase feldspar - deposits that make up the highlands) and the basalts that make up the mares (the lowlands)?
John -- www.moonposter.ie</description>
		<content:encoded><![CDATA[<p>Producing a base structure for the labs, habitats&#8230;etc., from the regolith soil will require most certainly some kind of external energy input supplied from Earth &#8212; a lot, if the objective is to smelt/melt/mix the regolith into a shape that can be constructed into a base-form. However, if these same external energy requirements (and I understand that some resources for energy can be taken in-situ from the regolith itself) can be used to construct rego-slabs etc.,, I wonder could they also be used instead to produec similar type slabs from the natural crust (i.e. the anorthosite &#8211; a plagioclase feldspar &#8211; deposits that make up the highlands) and the basalts that make up the mares (the lowlands)?<br />
John &#8212; <a href="http://www.moonposter.ie" rel="nofollow">http://www.moonposter.ie</a></p>
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		<title>By: Ciencia Kanija &#187; Blog Archive &#187; Construir una base en la Luna: Parte 3 â€“ DiseÃ±o Estructural</title>
		<link>http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/comment-page-1/#comment-13464</link>
		<dc:creator>Ciencia Kanija &#187; Blog Archive &#187; Construir una base en la Luna: Parte 3 â€“ DiseÃ±o Estructural</dc:creator>
		<pubDate>Thu, 21 Feb 2008 15:16:29 +0000</pubDate>
		<guid isPermaLink="false">http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/#comment-13464</guid>
		<description>[...] continuarÃ¡ en el prÃ³xima entrega. Autor: Ian O&#8217;Neill Fecha Original: 20 de febrero de 2008 Enlace Original Articulos RelacionadosConstruir una base en la Luna: Parte 2 â€“ Ideas de hÃ¡bitat Los planes [...]</description>
		<content:encoded><![CDATA[<div style="padding: 1em;border: 1px black solid">
<p>[...] continuarÃ¡ en el prÃ³xima entrega. Autor: Ian O&#039;Neill Fecha Original: 20 de febrero de 2008 Enlace Original Articulos RelacionadosConstruir una base en la Luna: Parte 2 â€“ Ideas de hÃ¡bitat Los planes [...]</p>
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		<title>By: Laszlo</title>
		<link>http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/comment-page-1/#comment-13374</link>
		<dc:creator>Laszlo</dc:creator>
		<pubDate>Thu, 21 Feb 2008 00:53:34 +0000</pubDate>
		<guid isPermaLink="false">http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/#comment-13374</guid>
		<description>If solar arrays could smelt regolith, you might scan the projected &#039;launchpad&#039; or &#039;courtyard&#039; areas to form the flat rego-crete floors, or bases for buildings- ala liquified natural mass.</description>
		<content:encoded><![CDATA[<p>If solar arrays could smelt regolith, you might scan the projected &#039;launchpad&#039; or &#039;courtyard&#039; areas to form the flat rego-crete floors, or bases for buildings- ala liquified natural mass.</p>
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		<title>By: Laszlo</title>
		<link>http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/comment-page-1/#comment-13373</link>
		<dc:creator>Laszlo</dc:creator>
		<pubDate>Thu, 21 Feb 2008 00:42:54 +0000</pubDate>
		<guid isPermaLink="false">http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/#comment-13373</guid>
		<description>I&#039;m curious about where the energy will come from to melt the regolith slabs. Can giant solar mirors capture enough solar rad to melt regolith into workable bricks? How hot does it need get..like firing clay in a kiln, or more like cinder blocks. The bad news might be that oxygen&#039;s req to increase the heat. Carbon-arc to melt steel for beams may be tough.</description>
		<content:encoded><![CDATA[<p>I&#039;m curious about where the energy will come from to melt the regolith slabs. Can giant solar mirors capture enough solar rad to melt regolith into workable bricks? How hot does it need get..like firing clay in a kiln, or more like cinder blocks. The bad news might be that oxygen&#039;s req to increase the heat. Carbon-arc to melt steel for beams may be tough.</p>
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		<title>By: BrianC</title>
		<link>http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/comment-page-1/#comment-13311</link>
		<dc:creator>BrianC</dc:creator>
		<pubDate>Wed, 20 Feb 2008 17:49:07 +0000</pubDate>
		<guid isPermaLink="false">http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/#comment-13311</guid>
		<description>My comment following is a bit of an expanded parrot from what I said for â€œPart 1â€?, but this particular Part is much better suited to the thought â€“ especially when the discussion turned towards optimization of habitat size, shape and internal configuration.  

This study mentions the point of â€œ[o]ne-sixth terrestrial gravityâ€? being a key factor in influencing the structural design of the habitats.  The key phrase I noted was â€œstructural designâ€? -- to me, that means the ability to use large and otherwise heavy materials like concrete or regolith, or even taking the matter of structural load-bearing into new consideration.  Thatâ€™s fine and all, but my thoughts actually are with regards to that 1/6 G environment and its influence on the habitatâ€™s dimensions and internal layout:

Whatever they plan for the habitat, they need to apply lunar-based human factors, meaning they must throw away the Earth-based 1-G paradigm.  One big example: where interior ceilings come into play.  I&#039;ve seen video clips of people walking inside a base mock-up showing off airlocks, beds and such. Then I&#039;d look over their heads and notice that these folks are all walking around with a ceiling that is aprx 12 inches above a typical head.  At first blush that looked acceptable get around in. But once in lunar gravity, people will not be able to walk like an Earthling (or float length-wise like on the ISS).  I foresee dented ceilings and multiple cases of concussions â€” unless you either train the crew to walk with extreme slowness or with a bent-over posture (that&#039;ll do wonders to their spine), or issue everyone a hardhatâ€¦ Or NASA (or whoever gets to design this) can make sure the habitat will have sufficient headroom to handle all the expected hopping.   

Also, anything else that relies on gravity: Equipment like ladders; furnishings like sinks, showers, and (especially) toilets â€“ well, you get the idea.  If NASA has their space human factors department involved at all with this, I hope with all due respect that they are doing more than just figuring the layout of controls.</description>
		<content:encoded><![CDATA[<p>My comment following is a bit of an expanded parrot from what I said for â€œPart 1â€?, but this particular Part is much better suited to the thought â€“ especially when the discussion turned towards optimization of habitat size, shape and internal configuration.  </p>
<p>This study mentions the point of â€œ[o]ne-sixth terrestrial gravityâ€? being a key factor in influencing the structural design of the habitats.  The key phrase I noted was â€œstructural designâ€? &#8212; to me, that means the ability to use large and otherwise heavy materials like concrete or regolith, or even taking the matter of structural load-bearing into new consideration.  Thatâ€™s fine and all, but my thoughts actually are with regards to that 1/6 G environment and its influence on the habitatâ€™s dimensions and internal layout:</p>
<p>Whatever they plan for the habitat, they need to apply lunar-based human factors, meaning they must throw away the Earth-based 1-G paradigm.  One big example: where interior ceilings come into play.  I&#039;ve seen video clips of people walking inside a base mock-up showing off airlocks, beds and such. Then I&#039;d look over their heads and notice that these folks are all walking around with a ceiling that is aprx 12 inches above a typical head.  At first blush that looked acceptable get around in. But once in lunar gravity, people will not be able to walk like an Earthling (or float length-wise like on the ISS).  I foresee dented ceilings and multiple cases of concussions â€” unless you either train the crew to walk with extreme slowness or with a bent-over posture (that&#039;ll do wonders to their spine), or issue everyone a hardhatâ€¦ Or NASA (or whoever gets to design this) can make sure the habitat will have sufficient headroom to handle all the expected hopping.   </p>
<p>Also, anything else that relies on gravity: Equipment like ladders; furnishings like sinks, showers, and (especially) toilets â€“ well, you get the idea.  If NASA has their space human factors department involved at all with this, I hope with all due respect that they are doing more than just figuring the layout of controls.</p>
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		<title>By: victor</title>
		<link>http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/comment-page-1/#comment-13307</link>
		<dc:creator>victor</dc:creator>
		<pubDate>Wed, 20 Feb 2008 17:12:11 +0000</pubDate>
		<guid isPermaLink="false">http://www.universetoday.com/2008/02/20/building-a-base-on-the-moon-part-3-structural-design/#comment-13307</guid>
		<description>i wonder if NASA has consulted with the Inuit...</description>
		<content:encoded><![CDATA[<p>i wonder if NASA has consulted with the Inuit&#8230;</p>
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