work in both versions. I've tested them in Rhino 5 and they work on my machine. If your screen looks like CarloMaria's, can you double check that all of the .gha files and .dll's have been unblocked. To do this, right-click on each of those files (included in the installation folder) and select Properties. On the pop-up menu, at the bottom of the page, you should see a button that says Unblock (this only appears if they are currently being blocked). For some reason, downloading files off the internet causes some of the files to get blocked... and Rhino 5.0 is more picky about loading them in that instance. Let me know if that helps. Also (and I found this out recently from another user)... it's better if you don't have both 32-bit and 64-bit versions installed on your machine at the same time. It seems that sometimes this can cause a conflict too. When the other user uninstalled the 64-bit version, everything loaded fine in the 32-bit application.
There' haven't been any major changes to the OSC components. I did add a couple of features mainly to parse up some of the messages sent from other applications... notably from GyrOSC (http://www.grasshopper3d.com/video/gyrosc-kangaroo). Some of the messages are sent as lists of 4 values (like the quaternions sent in that app) or lists of 9 values (like the matrices sent using that app). Anyway, other than adding datatype parsers for these, I didn't change anything else about the component... so it should work as before. Let me know if you're still having trouble.
Cheers,
Andy …
s for some solution "as it is" no matter the cost? (that's an extra stupid approach, very old fashioned). Do you use EvoluteTools Pro and/or Kangaroo for "optimization" ?
2. What is the FEA/FIM stuff in use? Do you expect "from/back" interactions? (If this is not doable ... increase this or that etc etc).
3. Do you validate real-life components with FEA/FIM? By what means you design these components? - present and/or future (inside Rhino?). This makes things "interesting" in a variety of ways (we need to extensively talk about that - Skype). The problem is that Rhino IS NOT a feature driven solid modeling app and thus ... a "certain" bottleneck arrives in no time: In the CATIA world you design ("MANUALLY") a parametric history driven component that "complies" to his parent "directives" (say: the Topology) and/or "imposes" his rules to his parent. This is what we call top<>bottom design approach (would become a standard across the AEC industry pretty soon: in around 123 years give or take some). This is far and beyond from what Rhino can do - but we DO make real-life things don't we?
4. Are all these things under a BIM umbrella ? What BIM? What type of details (blue prints) you deliver? (or you just make the thing?).
5. By what means cost is restricting/encouraging the solution? By what means you get feedback from component(s) cost that is outsourced? (i.e. outside your company). Do you monitor all things via some RDBMS? (that's Data Base).
6. What are the long term plans for dealing with such solutions? Using what apps (even in theory for the moment).…
lines, dedicated MCAD apps, BIM apps, team work AND elevators as well: if you design something "variable" and then attempt to service it via a "static way" (Revit) you'll discover that you are wasting your time. I can list you a lot of WOW towers that failed on that (elevator) matter ... but this wouldn't be polite for the designers: so let's continue.
2. The other critical thing is the system that does the skin: since "liquid" is the new WOW (it shouldn't) the task of "faceting" a facade and doing it with a system that doesn't leak (in the long term), doesn't pop the panels out of the frames and it doesn't cost the GNP of Nigeria ... well ... is not that simple.
3. It's a very common mistake for some future Architect to "skip" (even mentally) "trivial" matters like these ... but if you get used on this type of thinking you'll gonna pay a heavy price (as an Architect).
So my advise is: whilst you are after "form(s)" sketch frantically the nuts and bits of that form (not to mention ... er ... hmm... the elevators, he he).
best…
formance issue.
Reasons why I don't want to change the Integer parameter:
1) what about Number, and String, and Boolean, and Point, and Vector, and Line... should they also display the value? Or is the integer parameter supposed to be different from all the others?
2) what if you have multiple values inside a parameter. Should it grow to display them all? Should it grow to display only the first ten? Should it automatically switch to Icon-display?
3) would value display be a fourth kind of display type (alongside Name, Icon and App-default)?
--
David Rutten
david@mcneel.com
Poprad, Slovakia…
Added by David Rutten at 10:25am on December 17, 2009
r)
2. Even cooler would be to make some kind of presentation preview. (GH disappears, rhino goes to fullscreen mode with somehow integrated remote panel). I like to watch apps/scripts made with processing, where sliders are really minimalistic.
3. Presentation preview may be optionally locked with password.
I realize that GH isnt processing, but this would be nice addition.
…
onstrates the following:
1. The definition's functionality employing HumanUI for the custom user interface.
2. The evaluation of the definition's ability to handle different point cloud data sets.
3. Video reports with the definition's results, animating subsequent per deviation step frames.
This definition calculates best fitting plane deviations. The number of manual set parameters has been minimized to two the facade per World UCS axis selection and the search width. This defines a box, which is used to crop protruding architectural details, which do not contribute to the analysis, but also ensures that large deformations are included in the calculation.
For the automation of the vertical and horizontal sections creation, the analyzed cloud is clustered, according to user defined number of 2d grid cells. The deviations corresponding to each cell are averaged in mean and median mode.
The process is displayed mostly in real time, with some speed up in some parts. Too long calculations have been omitted during video edit. The setup is responsive and benchmarks show that changing between dense point cloud data sets and facades is pretty quick (6.5-7.5M points, 25-45 deviation steps, 44x22 clusters), updates are calculated in acceptable timings (3-6 minutes).
I would like to thank Heumann A. and Zwierzycki M. who provided direct support with HumanUI and Volvox. Also Grasshopper3d forum users Maher S. and Segeren P., who contributed with Rhino viewport manipulation scripts.
More on Volvox:
http://papers.cumincad.org/cgi-bin/works/Show?_id=ecaade2016_171&sort=DEFAULT&search=ecaade%20volvox&hits=2629
http://www.food4rhino.com/app/volvox
http://duraark.eu/
HumanUI:
http://www.food4rhino.com/app/human-ui?page=1&ufh=&etx=…
er utilities for dealing with meshes , it also make ease of using voxels in Grasshopper .Yellow contains 40 components in four tabs : Deform , Refine , Utilities , Voxel . it has made easy to create various shapes by adding some deformer componenets that also work in all cordinates simultaneously. some of utility components are directly compiled rhinocommon methods in latest version of Rhino like: Mesh patch , Mesh fill holes so they only work in Rhino 6 . There's also been tried to enable most of subdivision schemes in Yellow like Kobbelt , Butterfly , Loop , ...
Yellow V1.0 makes use of the Plankton halfedge mesh library by Daniel Piker and Will Pearson, released under the terms of the LGPL license (https://github.com/meshmash/Plankton) .
Yellow has been tested in both Rhino 5 and 6 , but you may face minor bugs and you're so welcome to report them for correction. also any suggestion for making Yellow a better plugin is appreciated .
DOWNLOAD @ food4rhino…
Added by Amir Habibi at 2:19am on September 21, 2018
ay to make some real-life proper nodes for that kind of T truss (we use machined balls solely for MERO KK type of normal trusses).
3. I'll post here soon a modular demo system suitable for this case (real-life for AEC purposes - NOT for decorative/artistic stuff, I don't care about that since I'm an engineer). This would include a policy for the X struts that require a variable linkage (the X angle). and in the same time a multi cable tensioner "bracket".
4. "Basic" coding next week for T trusses ? Er ... well ... are you kidding me right? I mean that ... hmm ...
5. C# things (about 2+K) around me are classified into 2 "groups": things that are weapons in the right hands and others that serve as demos/start points for mostly abstract cases. The former are internal the latter for public use. I'll remove some sensitive lines from a T truss C# maker and I'll post it here as a "guideline" ... for ...hmm... 4.
All in all:
Provided that you have system(s) on hand (see 3) that work 100% OK in an ideal world you'll need:
A. Something that does the general topology AND (especially) clash detection. Maybe Kangaroo as well as a "first pass" with regard rigidity of the structure in case that you don't adopt a classic T "configuration" (there are many > Google tensegrity).
B. Connectivity trees that relate nodes/edges and maybe faces (say for roofing panels/curtain walls etc etc). Without them is impossible to assemble the T thingy.
C: Something that places real-life "parts" as instance definitions and/or (optional) a "tracking variants history" ability.
D. A bullet proof way to EXPORT things (on an assembly/component schema, say: STEP214 - see C) into a proper BIM app (the likes of AECOSim/Revit) and/or into a MCAD app (the likes of CATIA/NX).
E. FEA/FIM in order to validate the structural ability of the components and the T truss itself.
F. Roofing/cladding/envelope components.
G. "Interactive" cost estimation(s) - T trusses are hideously expensive at least versus "classic" trusses (exactly like a planar glazing system that retails 3++ times more than a humble semi-structural one)…
st subdivision app by a million miles) or (c) a Ball Pivot approach geared with some custom control upon what to make and what to skip (not required if the resolution is fine enough).
The latter (initial algorithm developed for reverse engineering in the notorious IBM Labs) is doable within GH but (obviously) requires coding. That said not all Ball Pivot type of solutions work fast enough (dealing with 1K points IS NOT the "same" when you have 10++M points on hand) and without serious bugs.
Plan Z (maybe the best): Find a pro friend who's in the laser scan business and ask him to do it for you (hopefully gratis).…
r this example, but presumably you would have this data in some sort of spreadsheet that you could substitute here.
All the springs are trying to reach a target length of 10 units - simply minimising the distance would result in all the points becoming coincident, but you could alternatively also include a 'ClampLength' goal to keep some minimum distance between all points and then set the target length of the connections to 0.
You'll need the latest Kangaroo to open this definition.…
Added by Daniel Piker at 8:21am on August 22, 2017