st variety of papers (mostly related with LIDAR airborne sampled clouds) ... but ... hmm ... no code (other than some "abstract" algos that may (or may not) work). Reason? A very hot cake that one these days: from reverse engineering to DARPA founded future defense systems and up to cruse missiles pattern recognition algos.
The solution (obviously doable only via code) is the so called flat hard clustering ... were points are sampled into clusters based on the coPlanarity "rule". For large amounts recursive octTrees (an oriented box divided in 8 "partitions") subdivisions are used and then pts are processed in parallel (and then clusters are re-evaluated in order to "absorb" other clusters with same plane A,B,C,D vars etc etc).
See what's happening in a very carefully made test point collection:
3.7 ms and the "ideal" clustering (7 search loops VS the max 42M theoretical threshold):
Depending on the pts "preparation" ... a considerable more time/search loops is required ... and ... well ... also "valid" clusters (4 points and up) made:
So "ideally" speaking in your case:
1. Mesh faces center points (or alternatively: mesh vertices) are sampled into a pts collection .
2. Hard flat coPlanarity clustering is attempted yielding pts/planes in equivalent DataTrees.
3. Planar Breps are made with respect the planes (like the black things captured above) and sampled, say, into a breps List.
4. The method Brep[] solids = Brep.CreateSolid(breps); is used for attempting to create your desired "engulfing" brep. This method is very slow mind (other waaaay faster approaches also available).
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e display pipeline @ xx:xx:xx(xxxms)
iThe DrawViewportWires only when loaded!
The DrawViewportMeshes always when the viewport is refreshed!
Any Idea?
Public Overrides Sub DrawViewportWires(ByVal args As Grasshopper.Kernel.IGH_PreviewArgs) ' MyBase.DrawViewportWires(args)-> Disabled because nothing to Display If (Hidden) Then Return
For Each item As Rhino.Geometry.Circle In Circle args.Display.DrawCircle(item, GC, 3) Next
For Each item As Rhino.Display.Text3d In txt
args.Display.Draw3dText(item, GC) Next
End Sub
Public Overrides Sub DrawViewportMeshes(ByVal args As Grasshopper.Kernel.IGH_PreviewArgs) ' MyBase.DrawViewportMeshes(args) -> Disabled because nothing to Display If (Hidden) Then Return
Dim Brep As Rhino.Geometry.Brep Dim M As Rhino.Display.DisplayMaterial
For i As Integer = 0 To Circle.Count Brep = Rhino.Geometry.Brep.CreatePlanarBreps(Circle.Item(i).ToNurbsCurve())(0) M = New Rhino.Display.DisplayMaterial(VC.Item(Math.Min(i, VC.Count - 1))) args.Display.DrawBrepShaded(Brep, M) Next
End Sub
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ace
4 : Waterplane inertia
5 : "Finesse" f = WLL/(V^1/3) _ f stands for "frog" also, I think you use WLL^3/V in the English speaking world. I could have used WLL directly because the hull is set at the desired displacement before analysis - no use to test at random displacement indeed!
---First try on a 40' cruiser with jittery control points and bad volume repartition, a 30-seconds-work to a tee.
Red dots are original points, white mesh is current surface control polygon.
INPUT
After just a few steps I was able to find good candidates. Check the video.
OUTPUT
---Second try on an Open 60' hull. This was an rhino modeling exercise for students, so it's clean and realistic already, and I gave the same objective values as the original to see if it would fall on its feet. In this case I blocked the edges points.
I was amazed to see that It works!
INPUTOUTPUT
See the nice diagram! All points closest to the wet surface axis have good CP and position. On the left, very round hulls with poor stability (purple) and short WLL (big), on the right, wide hulls with higher water resistance (cyan) and longer WLL (small).
This is only one generation. with a few steps more it zooms in where the two sides meet. The two surfaces actually cross and I found very quickly an individual dominant on both wet surface and stability fronts.
I LIKE IT :)))
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serveral questions:the first thing is in c++ i have to implement more methods than in my c# test project.
they are:
int MyGhComponent::MasterParameterIndex::get(){ return 0;}void MyGhComponent::MasterParameterIndex::set(int index){ }bool MyGhComponent::IsValidMasterParameterIndex::get(){ return 1;}
i found no hint for the implementation of that interfaces. could someone tell me that is correct ?OK, it works, but is it well writen ? What is the MasterParameterIndex?
the second "bigger" problem is, i want to have an output of an pointlist.X y Z 1.2 1.3 1.12.1 5.2 9.2...
my first approch was to use a
void MyGhComponent::RegisterOutputParams(GH_Component::GH_OutputParamManager^ pManager){pManager->Register_PointParam("Coordinate", "XYZ", "Node-Coordinate");}
and
void MyGhComponent::SolveInstance(IGH_DataAccess^ DA){Collections::Generic::List<GH_IO::Types::GH_Point3D>^ pnt = gcnew Collections::Generic::List<GH_IO::Types::GH_Point3D>(); for (int i = 0; i < 10; i++) { GH_IO::Types::GH_Point3D^ point = gcnew GH_IO::Types::GH_Point3D(i, i, i); pnt->Add(i); } DA->SetDataList(3, pnt);}
but this exampel doesn't work...i wirte a small workaround and use the following
pManager->Register_DoubleParam("X-Koordinate", "X", "X"); pManager->Register_DoubleParam("Y-Koordinate", "Y", "Y"); pManager->Register_DoubleParam("Z-Koordinate", "Z", "Z"); Collections::Generic::List<double>^ pntx= gcnew Collections::Generic::List<double>(); Collections::Generic::List<double>^ pnty= gcnew Collections::Generic::List<double>(); Collections::Generic::List<double>^ pntz= gcnew Collections::Generic::List<double>(); ... add .. ect.
this workaround do the job, but i want a better soulution. and i know somewhere out there sould be a better solution. i want to use 3D Points directly in GH without list conversation.
so somebody a familiar with c++ / cli ? and could give me some tipps or a soulution ?
the first thing is: what is the right RegisterOutputParams ?
and witch data type is the right ? Point3d doesn't work. so i try GH_IO::Types::GH_Point3D and Rhino::Geometry::Point3d ...
br Friedrich…
e.github.io/hydra/viewer?owner=chriswmackey&fork=hydra_2&id=Outdoor_Microclimate_Map
Thank you very much in advance!
1. why the underground zone representing the ground is defined as a plenum zone? By default, an office zone program is assigned. Will this affect the outside surface temperature of the ground plenum zone and affect, in turn, the outdoor microclimate map calculation?
2. I assume the construction GroundMaterial composed of five layers of 200mm concrete materials as assigned to the ground plenum zone is to assimilate a ground surface composed of thick concrete. But why this construction is assigned to this zone using both the Set EP Zone Construction and Set EP Zone Underground Construction components? Will the surfaces of this zone automatically recognized as underground surfaces based on their positions in relation to the default xy plane?
3. why a brep is connected to the input node distFromFloorOrSrf on the Indoor View Factor Calculator component which is expecting a number according to its annotation?
4. why the outdoor comfort analysis recipe is used for the indoor comfort analysis component?
5. why the OutdoorComfResult and DegFromNeutralResult are 2 csv files with PPD and PMV values if PMV/PPD thermal comfort model is only applicable to indoor air-conditioned space?
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20%3ATopic%3A1241658&page=2#comments), I have some questions regarding the work mechanism of the lighting control in HB/Daysim.
1) Which specific sensor point (out of many) in the "lightingControlGroup" should fulfill the requirement of "lightingSetpoint" (300lux)?
in other words:
Does it mean that the average illuminance calculated from all the "sensorPoints" in the "lightingControlGroup" (insteady of any single sensorPoint) should fulfill the "lightingSetpoint" requirement?
if this is the case:
Why the lighting schedule obtained from DSElectricalLightingUse is different from the lighting schedule obtained by post-processing/checking all the hourly illuminance results at all the sensorPoints? (please see the attach gh file edited from Mostapha's version)
2) What's the difference, if I hook up "lightingControlGroups_" or not, as shown in the RED arrowhead in the attached file? (Because the results are different as well)
3) If I have a large space (like a 40m*70m sports hall) and want to know its annual lightingControlProfiles, do I need a "lightingControl" component to be hooked on to the "readAnnualResultsI" (in order to calculate its annual lightingControlProfiles)?
If needed, how many "testPoints" I should choose to be used as "sensorPoints_" in the "lightingControl" component?
Thank you in advance for your kind help!
Best,
Ding…
uld help me to optimize the script, so it works reliable.
At the end the script should work only by the input of the following informations:
- Top-Curve
- Bottom-Curve
- accuracy ( like poly-count)
- is the bowl an open or closed structure?
This is an example of a good result:
From here its probably the best if you open both attached files, so you understand the problems.
1. Bug:
Offset direction of the bottomcurve needs to be set up by hand sometimes.
The script uses "loft" on a bunch of 3pt Arcs to create transitions. Arc 3pts" needs a "Point B" on the offset of the bottom line. Sometimes the offset is inverted, so i need to change it by hand.
The rule to make it work correct is: "The offset of the bottom line goes into the same direction as the top line, but on the same hight as the bottom line."
How can i implement this in GH?
2. Bug:
The floor generation needs a lot of guessing the right index numbers of lists.
The script uses 2x "Deconstruct Brep" to find the actual bottom curve of the created transition Brep. "Patch" is used to create a floor from this curve.
If the bowl is an open structure, the script creates a line between the endpoints of the bottom curve to close it, in order to create a trimmed "Patch". But again, you have to set up the right Index Numbers by hand...
3. Bug:
If the bowl is an open structure and the endpoints of the top-line and the bottom-line are the same the lofting is not working. At the moment I use a script that finds double points in the list and deletes it.
But the the result is, that the loft is not starting at the beginning or the end. Here is an Image.
I have only a little experience in gh, but i really want to learn more.
Thank you all for your help!…
the following image of a hut.
I do not have experience using kangaroo to simulate forces, but I have made a test using multiple random components on a flat surface to fake the effect I'm going for. See image below.
The main issue I'm having is that the original file used for my test surface used box morph and the variable pipe command. Box morph is a bit touchy on a curved surface and it is not as elegant as I would like it to be (ie. I want all the hair diameters to be perfectly circular and uniform in size). Variable pipe also does not align the base of the hair with the existing surface, which means I have to offset the surface and then trim the excess of my pipe.....leading to heavy code and the file crashing.
So I'm trying to rebuild the "hairs" using a new method:
1) Subdivide the surface
2) Find the midpoint of each surface and then create a straight line that is perpendicular
3) Move a point along the on the straight line (between the start and end points) in the z direction, and then create a nurbs curve using this point and the start and end points
4) create a circle at the base of each crv, and then two more circles: one at the point in the middle point (I think I set it to .9) and the end of the curve
5) The problem: Now I am trying to sweep along these three circles and the nurbs curve to create a bent hair/pipe that is flush with the conic surface, but it does not work.
If someone can help that would be amazing. I've included my original surface test file and my new file where I am rebuilding using the sweep command. Below is a drawing of what I'm trying to achieve.
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g by a given diameter and some shapes.
What I've done: 1. diameter definition: to find the final object diameter
2. rails definitions: from a initial rails and diameter definition I've find a scaling factor in order to create the final rails with the same form of initial rails but with the wanted distance from the center.
I find the scaling factor using the ray and the distance of a projected point of initial rail to the plane XZ
3. shapes definitions: like the rails definition. I used more than one shape because sometimes I need particular forms along the path.
The sweep 2 rail component gives me a no good result
I tried the options inside the components in order to manipolate the data, but I don't found the solution.
If I bake the final rails and shapes, the sweep 2 rail in RH (selected object) works well, but in GH no (red object).
I attach the RH and GH files for all who can help me Thanks
Filippo…
rking with. I am architecture student as well so please bear with me :).
I am currently working on a high rise building. All elements (that is core, slabs and colums) will be analyzed as made of reinforced concrete. I do not want to optimize reinforcement distribution, I will create a material that would be close to reinforced concretes properties.
I think i understand how to create and assemble models made of beams (COLUMNS in my model) in Karamba, but I get totally lost when it comes to combining them with shells (CORE, SLABS in my model).
I would like to optimize use of material (volume or mass) with:
A) slab deflection limited to 3cm (GRAVITY + LIFE LOAD)
B) top of the building cannot "lean out" (horizontal defletction from WIND LOAD) more than 1/500 of its height
I post my questions below:
1) I would like to apply wind load on bigger exterior walls of the building. What would the best method bo to do that? I thought about applying load on the level of slabs as uniform line load (marked blue in model). Uniform line load needs to be supplied with beam ID. How can i simulate that? would i have to add beams on slabs edges for that to work correctly? If yes - how would i connect them with slab, so that all elements are transfering the loads cooperatively. Also in that case - how to convert wind pressure (kN/m^2 to kN/m)
2) I know that living load I want to apply is 4kn/m2. How to apply such load to mesh so that results are realiable? it is hard to turn it to point load, as mesh faces (and points where loads are applied) would have to be 1x1m if I understand correctly.
3) How would you place supports under core part?
4)I do not want to vary Slabs/Cores section - I would like to find the minimal value so that mentioned conditions are met. For example - 25cm slabs, 40x40 columns, 50cm core walls. I wouldn't like slab and core to have different heights in different places. Is it possible to use "Optimize Cross Section" Component or should i use Galapagos for that?
Sorry for such long post,
Thank you for your time and help…
Added by Wujo to Karamba3D at 1:11pm on September 27, 2017