ace Syntax." eCAADe 2013 18 (2013): 357.
http://www.sss9.or.kr/paperpdf/mmd/sss9_2013_ref048_p.pdf
The measure Entropy is newer. I hereby explain it (from my PhD dissertation):
Entropy values, as described in (Hillier & Hanson, The Social Logic of Space, 1984) and specified in (Turner A. , “Depthmap: A Program to Perform Visibility Graph Analysis, 2007), intuitively describe the difficulty of getting to other spaces from a certain space. In other words, the higher the entropy value, the more difficult it is to reach other spaces from that space and vice-versa. We compute the spatial entropy of the node as using the point depth set:
(11)
“The term is the maximum depth from vertex and is the frequency of point depth *d* from the vertex” (ibid). Technically, we compute it using the function below, which itself uses some outputs and by-products from previous calculations:
Algorithm 4: Entropy Computation
Given the graph (adjacency lists), Depths as List of List of integer, DepthMap as Dictionary of integer
Initialize Entropies as List(double)
For node as integer in range [0, |V|)
integer How_Many_of_D=0
double S_node=0
For depth as integer in range [1, Depths[node].Max()]
How_Many_of_D=DepthMap.Branch[(node,depth)].Count
double frequency= How_Many_of_D/|V|
S_node = S_node - frequency * Math.Log(frequency, 2)
Next
Entropies [node] = S_node
Next
…
rring to the above image)
Area
effective
effective
Second
Elastic
Elastic
Plastic
Radius
Second
Elastic
Plastic
Radius
of
Vy shear
Vz shear
Moment
Modulus
Modulus
Modulus
of
Moment
Modulus
Modulus
of
Section
Area
Area
of Area
upper
lower
Gyration
of Area
Gyration
(strong axis)
(strong axis)
(strong axis)
(strong axis)
(strong axis)
(weak axis)
(weak axis)
(weak axis)
(weak axis)
A
Ay
Az
Iy
Wy
Wy
Wply
i_y
Iz
Wz
Wplz
i_z
cm2
cm2
cm2
cm4
cm3
cm3
cm3
cm
cm4
cm3
cm3
cm
I have a very similar table which I could import to the Karamba table. But I have i_v or i_u values as well as radius of inertia for instance.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
dimensjon
Masse
Areal
akse
Ix
Wpx
ix
akse
Iy
Wpy
iy
akse
Iv
Wpv
iv
Width
Thickness
Radius R
[kg/m]
[mm2]
[mm4]
[mm3]
[mm]
[mm4]
[mm3]
[mm]
[mm4]
[mm3]
[mm]
[mm]
[mm]
[mm]
L 20x3
0.89
113
x-x
4,000
290
5.9
y-y
4,000
290
5.9
v-v
1,700
200
3.9
20
3
4
L 20x4
1.15
146
x-x
5,000
360
5.8
y-y
5,000
360
5.8
v-v
2,200
240
3.8
20
4
4
L 25x3
1.12
143
x-x
8,200
460
7.6
y-y
8,200
460
7.6
v-v
3,400
330
4.9
25
3
4
L 25x4
1.46
186
x-x
10,300
590
7.4
y-y
10,300
590
7.4
v-v
4,300
400
4.8
25
4
4
L 30x3
1.37
175
x-x
14,600
680
9.1
y-y
14,600
680
9.1
v-v
6,100
510
5.9
30
3
5
L 30x4
1.79
228
x-x
18,400
870
9.0
y-y
18,400
870
9.0
v-v
7,700
620
5.8
30
4
5
L 36x3
1.66
211
x-x
25,800
990
11.1
y-y
25,800
990
11.1
v-v
10,700
760
7.1
36
3
5
L 36x4
2.16
276
x-x
32,900
1,280
10.9
y-y
32,900
1,280
10.9
v-v
13,700
930
7.0
36
4
5
L 36x5
2.65
338
x-x
39,500
1,560
10.8
y-y
39,500
1,560
10.8
v-v
16,500
1,090
7.0
36
5
5
I have diagonals (bracings) which can buckle in these "non-regular" directions too, and they do. If I could add those values then in the Karamba model I could assign specific buckling scenarios..... I can see another challenge which will be at the ModifyElement component, I will not be able to choose these buckling lengths, in these directions.
Do you think this functionality can be added within short, or should I try to find another way to model these members?
Br, Balazs
…
ated in all editions of Architektura Parametryczna Workshops!Architektura Parametryczna Workshops Optimization Warsaw 2016 FAQWHEN?21-22nd May 2016 (Saturday-Sunday)HOW LONG DO THE WORKHSOPS LAST?The workshops last in total 16 hours.Saturday 10AM -7PM (with lunch break), Sunday 10AM -7PM (with lunch break)WHAT WILL I LEARN?On Saturday the optimization processes with solar, views and structural analysis will be explored. We will be discovering optimal solutions with the help of plug-ins such as Galapagos, Silvereye, Octopus, Karamba and Ladybug. In the Sunday morning we will learn how to present the results of the optimization: creating catalogues of solutions and printing the optimization graphs. In the afternoon participants will have time for the development of the personal project. HOW MUCH DOES IT COST?The workshops cost 600 PLN (or 160€) for Early Bird payments and 700 PLN (or 190€) for the regular payments. The 3-person group - 1500 PLN (or 440€ )EARLY BIRD?For those who are certain that they will attend the workshops, we have a special Early Bird offer till 30th of April 2016.HOW CAN I SIGN UP?Send an email to info@architekturaparametryczna.pl with the title: “OPTI WAW 16”.HOW MANY PLACES ARE AVAILABLE?We have only 11 places!WORKSHOPS: Level: intermediate – advancePerquisites: the basic knowledge of Rhino and Grasshopper3D. Plug-ins: Silvereye, Octopus, Ladybug, Karamba. Weaverbird. Python GHThe main aim of the 16-hour workshops is to give the participants the understanding of how the optimization process can be used in practice and how it can help in solving everyday design problems. The practical exercise will be supported with the short lectures explaining the theoretical background of the optimization algorithms. The general program of the Optimization Warsaw 2016 Workshops*:1. Optimization of the facade geometry with solar analysis.2. Optimization of the roof structures with Karamba.3. Finding the optimal configuration of the space frame structures with Karamba.4. Discovering the best location or/and geometry of the building in accordance to the best views from the plot.5. Presentation of the discovered solutions. *Some of the exercises might be changed.…
y interesting and smart way to construct surface. I tried some experiments out using a similar idea - take a developable surface which has a series of holes cut through it now offset that surface and unroll both of them, once both have been cut out insert a dowel into the holes (the dowel represents the offset distance). In the end the shape is recreated via tension and in that way there are some similarities. With your concept the thing I have trouble figuring out is how do you cut the variable angle kerfs. Are you using a 5-axis swarf cut, a cnc panel saw - how do you control this? It would be great to have a set of constraints which limit the number of possible angled cuts - these limits would equal the number of v-groove bits you have in the cnc - and then you could just cut the lines with the programmed tool which matches the given angle. Or maybe I am completely wrong, now I think I am wrong, about the execution and you are only changing the gap between each kerf and the angle of the side wall stays constant.
Anyway to answer your question catia can analyze the characteristics of a piece of formed material (this analysis is usually applied to sheet metal and to design forming tools)it's just a matter or defining the material to match that which you are using. Another possibility although not as numerically clear is using a simulation tool like Maya cloth or Virtools. I know this maybe less likely but you can define all sorts of materials in Maya and then simulate their behavior under numerous forces and constraints. I think it would work it's just how do you extrapolate the values Maya needs and then correlate them back into the cloth parameters. Once it yields the final formed mesh then further analysis could be performed in cosmos, ansys, or catia.
I have one other suggestion. In solidworks if you perform a lofted bend on a sheet metal part and then generate a flat pattern it creates a large set of bend lines representing how to perform the bending of an unusual shape using a metal brake. It seems like those bend lines could be machined with you technique to create lofted forms instead of extrusions.
What materials seem to work best so far, have you only been using wood (the purple stuff is probably not wood)?
If you are ever in Los Angeles I have a shop with a 3 axis and 5 axis router, a large vacuum bag, and all the other things to experiment on this and would be open to this.…
Amuse yourself by trying to figure what kind of series logic could deploy (or not) these room unit combos across the blue space grid shown.
2. Let's assume that surgery etc etc departments are sited in some ground floor and their requirement for rooms is variable ... meaning that some kind of heuristic GH approach must be applied here (for instance : fill the first level with rooms required by all departments with min distance from a given core and if more are required go to next floor etc etc).
The real room unit cluster looks like that (all units are prefab)
3. Voids in the whole cluster deployment (avoid Soviet type of bloc aesthetics) mean that culling could be challenge here (we need ...er..."visual" culling , so to speak)
4. After finishing some solution create custom preview(s) in order to visualize what dept owns what rooms.
5. If in trouble with Architectural things > relax > be cool > open 3d PDF > be a great Architect in just 10 easy steps.
PS: of course I know GH clusters...but as they are they violate my rule N1: never walk the walk if no return is possible, he he. But assuming that David could resolve the return issue (sure he can) this is NOT the answer for my "proposal" for multiple Canvas - again like multiple Views in any CAD stuff these days. Just imagine clusters with some serious hierarchy depth > where am I ? what input comes from what output?
I'll be back with a chaotic case (Series in complete anarchy) in order to demonstrate the critical necessity for a visual Tree Manager/Viewer (a visual thing within the GH visual thing). For manager read : decomposer, composer, visual identifier (per data item/branch) tree re-mapper, anything actually.
more soon (and a in depth analysis about what a Tree Manager/Viewer should do - in an ideal world, that is)
Cheers, Peter
…
which needs to go in the first line only.
Each value K is one element of the knot vector
XYZ is an individual control point. Each point gets its own line/string in the output list
R is the weight of the XYZ point defined in the same line
I can get all these data into separate lists easily enough using the buttons etc. But getting them into the proper order and moving stepwise down the data to generate the desired output string list is eluding me so far.
My thought is to make an array of columns.
Column one is a list of knot values.
Column two is a list of X values.
Column 3 = list of Y values
Column 4=z values
Column 5 is weight values
etc
The idea would be to read the first value in each list into a list of five elements, then make a string out of it. The second value of each column into a separate string on the next line, then the third value from each column into the third string in the output list and so on.The last few values in the output list will contain knot vector elements only, as there are more of these than there are control points. Some of these curves are very long, with many control points, like hundreds and hundreds.
It seems I should be able to pull the lists of interest and combine them into a tree somehow; so far all I have been able to manage is to get them into a single list by starting with control points, then weaving each list of interest successively into the growing list. I'm thinking I need to get the list for each parameter into an individual branch, then read a path across the branches at each index value. But I am missing something about the terminology. I have watched a few videos and it makes sense when people are pulling nested geometry out of models, but this is a little different. More of a data management issue. I'm sure if I wrestle with it I will get it, but it may not be pretty. Any pointers appreciated. A couple of approaches are attached. Not sure whether to loop a list subset through the data or do something else. Thanks,
Karl in LA…
urely; an inevitable symptom of developing a piece of software on what Generative Components was doing almost 10 years ago, and creating a generation of users who have the power but not the insight in to how to use these tools properly. Ever seeing, never perceiving.
@ André-Jacques BODIN: as answers so far seem to be coming via links, try this: http://www.bentley.com/en-US/Products/GenerativeComponents/
you can download the latest version for free and it is infinitely more superior to GH. The learning curve is steeper but worth it. Out of experience I can tell you that the problem you have would be solved via your own skill and intelligence in a matter of seconds, rather then clumsily relying on somebody else to write some code 'packaged' as a component, and ultimately restricting your capacity to explore novel design solutions in an intelligent way.
If you are going to work in practice then unfortunately GH becomes utterly useless as it can only really be used in the initial stages of design. Its merely a toy for students and hobbyists. If you are just starting out, invest your time more wisely and learn something which can be used over the entire life cycle of project. It's so versatile that you essentially have unlimited potential and all operations remain fully in your control, or put in another way; you're not restricted by the idiosyncrasies of another programmer who's 'components' might be totally unsuitable for a novel idea you may want to explore therefore killling it.
…
t you're trying to do something which is not possible. Some solutions spring to mind other than changing the messaging behaviour of the Tree Item component:
Have an option for all objects (not just Tree Item) that allows you to disregard warning and error feedback. Sometimes a component has warnings (or indeed errors) and yet it still functions as planned. This often also happens with auto-casting, for example if you're trying to find all the curves in some data. Pros: solves the same problem in the same way everywhere, Cons: yet another menu item and yet another thing to watch for.
A global switch that disables the warning and error colouration. Pros: easy fix, easy unfix. Cons: if you also disable message balloons then you can't see where errors are happening.
Add a component which filters valid paths and item indices which you could insert in front of the Tree Item component. Pros: a very Grasshopper standard solution, Cons: yet another esoteric component.
I've been thinking about changing the way branches and items are accessed. Basically wondering whether it makes more sense to combine the tree path and the item index into a single data-type "{0;0;2} (0 to 9)" which defines both the path and a range of items in that path. It could be made to work almost identical to current Tree Branch and Tree Item components but it could also do some other cool stuff in addition to that. For example you could have:
{0;0;1} which defines all the items in that branch
{0;0;1} (2) which defines the third item in that branch
{0;0;1} (0,1,2,4) which defines the first, second, third and fifth items in that branch
{0;0;1} (0 to 4) which defines the first 5 items in that branch
{0;0;1} (!3) which defines all items except the fourth in that branch
And I'm sure people can think of even more combinations of symbols and numbers that can be added. Most of this logic is already in place in the [Replace Branches] and [Split Tree] components.
--
David Rutten
david@mcneel.com
Poprad, Slovakia…
Added by David Rutten at 12:58am on January 27, 2013
e in Euclidean space then the distance metric can be discontinuous:
Discontinuous means that a tiny change in input may result in a large change in output. Observe the image above, we start measuring euclidean distances from point A. At first the process appears to be continuous. We measure at distance b and we get point B. We increase the distance slightly to c and we get point C, which is very close to point B. We increase the distance slightly again to d, but now suddenly we're in a completely different location. This jumping behaviour can mean that certain questions (such as: "how do I divide this curve into 4 points, all equally far apart?") do not have an answer. It could be possible for 3 and 5, but not 4.
Another problem is that there may be multiple solutions. In the image above the point D isn't the only point that is d units away from A and coincident with the curve. There may be any number of those points depending on the shape of the curve, the location of A and the value of d. And of course once you have two (or more) solutions, you can have two (or more) answers. Then each of those solutions may yet again have more than one outcome for the next point in the chain and before you know it the question you asked has 35295 different answers and good luck trying to find one you like.
Now of course sometimes it is possible to answer your question unambiguously. I made a solution that uses Galapagos. It's pretty slow, and it'll get slower the more segments you want:
--
David Rutten
david@mcneel.com
Tirol, Austria…
Added by David Rutten at 4:26am on September 9, 2013
rid that works on the left and/or right edge of the components, so that it's easier to align them (similarly to the align functions that show up when multiple objects are selected)
Overall, I think we'd just need a basic grid for alignment, so whatever is easy/quick to implement might be good enough.
4) great, I didn't know about aliases - that pretty much answers my question.
Related to this, when I press F4 and search for a component, if the mouse/pen pointer is above the list, when I press enter Grasshopper will insert the component under the pointer, and not the one I have found with the keyboard. Am I missing something? In case could it be fixed?
As a side note, at the moment the keyboard focus is always on the Rhino Command Line. Would it be possible to optionally change the focus when the Grasshopper window is active so that we can insert new components just by typing, without pressing F4 or doubleclicking? I just find myself constantly using the keyboard to insert components, so that'd be a very nice timesaving.
5) Your idea would be great to manage complex panels and I think would be very nice to have.
However I was thinking of a different workflow, that could be useful - for instance - when working with several objects in Rhino that are referenced in Grasshopper as basis to create more complex objects.
For example: I have three different surfaces that are used to create framed grille elements. It would make sense to select these surfaces in Rhino and access to a panel that shows the element properties (for example frame dimensions, type of grille, etc.) - similarly to the property panel in Rhino.
Additionally, If I need to create a new grille element from another Rhino surface, I could just duplicate the RPC component along with the definition without the need of manually publishing all the parameters to a new RPC group. I hope this makes sense.
I understand this may not be an "urgent" feature, however I find that working with RPCs is very pleasant so I'd really like to see this feature expanded in some way :-)
6) Just perfect :-)
Thanks again David!
Marco
…