re economical with regards to data path growth. The new logic is roughly as follows: First a master input parameter is identified. At the moment, it is the parameter with the longest path length. The amount of paths doesn't matter. Input parameters that have Tree access are never Master parameters (unless absolutely no other parameter is available) and List parameters have lower priority than Item parameters. In future versions it will probably become possible to assign a custom input as master. This however is an expert user function and I want to post-pone adding it as long as possible in order for the default behaviour to be tested and improved. If all input parameters are list parameters, output paths are no longer grown. I.e. The Reverse List component should output the exact same data tree structure as it gets. The master parameter might not be the parameter with the most branches. It is therefore possible that we run out of defined paths before the component is done computing. If this happens, the last index of the last available path in the master parameter is incremented on each iteration: Input A = {0;0} {0;1} {0;2} Input B = {0;1;0} Output C = {0;1;0} {0;1;1} {0;1;2} A has a maximum path length of 2, B has a maximum path length of 3, B is therefore the Master parameter. However we need three unique output paths since A provides three paths, so {0;1;1} and {0;1;2} are made up on the spot. It is also no longer possible to apply 'Shortest List' and 'Cross Reference' options to components. Old components that had these options set still work like they did before, but that should be considered legacy support. Instead, there are now three components in the Sets tab, List panel called 'Cross Reference', 'Short List', 'Long List' that basically provide the old functionality with a lot of additional flexibility and options.
…
is also takes place in own system. However, this action can be also carried out successfully by a foreign reference, if this considers the focused system as own. Hence, these two criteria are considered in my reflexions, to make your criticism handier for me.
First the question must be put up, how is it in your case? Of friendly manner you answer this question perpetually with the statement that you are not a partial of the system of the architecture.
Furthermore the question would be appropriate, whether an external reference (eg CAD) determined architecture. This can be answered with no, because determining and influencing are different things.
Because you stress now your criticism as a foreign criticism, within the architecture the assuption must be put up, that this criticism is not unusual new on the one hand (because this condition were also in other times like that, and presumably also always so remain) and further more a lack of goodwill in your criticism comes to light, which perhaps distinguishes an external reference.
Based on your critique, it would be also desirable in the system of the architecture if the academic rules become satisfyingly followed, even if this is no guarantor for good academic works. Nevertheless, there is an aspect which at least tolerates the evident lack in the Interdiziplinarität of the architecture. This is the classical and still valid determination of the architecture, presumably regulates not only the actions of the architects, but also those who want to become it.
Many who stand in your criticism (the students, as well as the teachers, ... ), live in the awareness that architecture is a profession that combines as many areas around the topic of Building, and the architect is even only one dilettante among the external specialists. In this determination dilettantism is revalued rather positively, because this state the architects enables to assess the facets of a complicated building project better and to form thereby the whole result positively. To be a good architect, you should have circumspect specialists around yourself. And exactly this knows the system of the architecture, because "THE ARCHITECT" helps himself with the logic of other systems (to repair on the one hand his own deficits), and to create an artificial complexity, which ultimately aims to be the complexity of human beeing.
Here "THE ARCHITECTS" becomes a quality-spoken, which currently seems the external reference (CAD, BIM) would like to take claim for themselves.
........
If would not thought about it, this might be helpful:http://www.amazon.com/The-Alphabet-Algorithm-Writing-Architecture/dp/0262515806/ref=sr_1_1?ie=UTF8&qid=1376920450&sr=8-1&keywords=mario+carpo"Finally, I’d like to restate my criticisms in general terms. If we are serious about moving architecture and urbanism away from purely artistic considerations and into a more rational arena, there has never been a better time than now. All of us have access to immense computational power which can be applied to problems that have been —until quite recently— intractable. But of course the garbage-in-garbage-out adage holds true; computation can be used to generate large amounts of complexity, but complexity does not equal worth. The only time when it makes sense to invoke computation in the design process is when there is some relevant data that needs to be computed" (David Rutton)I want to make it short, and just ask a few questions, and hope that the following questions are relevant also for you, and not be considered outside your system. i think that the weighting to such questions seem to be more valuable, not for the architects.1. What is wrong from a pure artistic intention?2. What is any sense in purely architectural discourse?3. strictly looked, can be determined sense generally in a purely architectural discourse?4. What is purely architectural discourse?5. What is Funktionalismus or Rationalismus without philosophical support? 6. Would not be the pure functional fulfilment empty ? 7. Would be not a critical position on the promise of purely rational algorithms applied?…
he plug-in supports intuitive design of paneling concepts as well as rationalize complex geometry into a format suitable for analysis and fabrication. The plug-in is closely integrated with Rhino 7 and is widely used for architectural and other building designers.
Download
The new PanelingTools for the new Rhino 7.2 is now available. You can access Rhino 7 evaluation and upgrades from here…
Documentation
For documentation and examples, please check:
PanelingTools Manual for detailed description of commands and options.
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Paneling Scripting page has a listing of paneling methods for RhinoScript.
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Paneling Gallery page has users projects with PanelingTools.
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**NEW** PanelingTools Webinar Course - December 2014 learn how Paneling tools works and how best to integrate it into your design process.
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Source: McNeel Wiki
Keshia C. Stich
Grid Paneling Group
…
ag gets pinned in Temeswar)
7 days of training + exhibition and party!
During the the first 3 days we have prepared a training course where the participants will get acquainted with the basic notions and elementary algorithms in Grasshopper. Within the following 4 days you will have to apply your general knowledge in order to design and produce a 1:1 mockup of the digital model.
It’s going to be massive!
_ORGANIZERS AND TUTORS:
F-O-R
Oana Simionescu
Alex Cozma
DtArchLab + Idz
Ionut Anton
Dana Tanase
T_A_I
Irina Bogdan
_HOSTS:
EduKube Multimedia Center
Find out how to apply here and make sure to keep an eye on our blog. You cand also keep yourself updated by following our facebook page.
See you at EduKube, Timisoara on the 16th of July!
…
ally to describe a process of repeating objects in a self-similar way. Simply stated, the definition of a recursive function includes the function itself. Fractals are among the canonical examples of recursion in mathematics and programming. A loop can simply be a way to apply the same operation to a list of elements, but it is an iterative loop if the results from one step are used in the calculation of the next step. In design research controlling recursion becomes a new strategy to define new forms and spaces.
BRIEF
In this workshop we will be exploring iterative strategies through parametric design. Main tool for the course will be grasshopper3d and its add-on Anemone. Anemone is a simple but effective plug-in for Grasshopper that enables for loops in a simple and linear way. We will explore several strategies such iterative growth, L systems, fractals, recursive subdivisions and more. Our course will focus on how those methods can affect three-dimensional geometries, generating unexpected conformations.
TOPICS
intro to rhinointro to grasshopperadvanced grasshopperdata managementintro to loopscellular automatal-systemsagent based modelling
SCHEDULE
Day 1 / friday 16:00Tour Green Fab LabBasics of 3D modeling in RhinocerosBasics of GrasshopperOpen Lecture by Jan Pernecky, founder of rese arch
Day 2 / saturday 10 am- 18 pmRecursive iterative methodsAdvanced Topics of looping
Day 3 / sunday 10 am – 18 pmRecursive iterative methodsFinal presentation session
REQUIREMENTS
The workshop is open to all participants, no previous knowledge of Rhinoceros and Grasshopper is required (although an introductory knowledge is welcome). Participants should bring their own laptop with a pre-installed software. The software package needed has no additional cost for the participant (Rhino can be downloaded as evaluation version, Grasshopper and plugins are free). These softwares are subject to frequent updates, so a download link to the version used in the workshop will be sent to the participants a few days before the workshop.…
Added by Aldo Sollazzo at 11:10am on October 6, 2015
t ''Morph'' turns Red saying ''Cannot morph from a degenerate box'' (image 2),
that's because every curve generates a box (image 3).
After what i check the Option ''Union'' box to make only one box for all the curves (image 4).
However, the result is aleatory and not accurate at all ... :/ (see image 6).I know you are developing Pufferfish and not ''Morph'' component, but recently you publish on instagram a video where i believe you could morph and Twist with success a collection of curves (please see image 7 and 8)...If you could give me a hint how that can be achieved, it would be awesome.(Piping/Meshing the curves with very small diameter will perhaps work and help for visualisation purposes, but i actually just need morphing Raw curves for fabrication purposes).Hope to read you very soon...Ghali,…
- nickname is rather the best approach - and not on active group, but that's irrelevant anyway).
Step back (assuming that you are talking about the "Tens_from_random_blah_blah" definition):
1. Engineering is the art of demystifying (or we are promising that anyway, he he). This means that you start defining (better: outlining) some topology for things based on some "generic" rules (like the ones applied for the masts,cables,cones etc etc). These things are kept in some kind of structure (Lists, DataTrees etc). Things are few in 99.99999% of cases (i.e. : even the biggest membrane "module" has, say, 20-50 masts per "module").
2. Then ... handling things "individually" (mostly modifying) becomes the most critical part. See this (an x "possible" solution by combining a myriad of "options" : a no cones membrane solution, in plain English):
3. But the above is impossible (for more than obvious reasons). You should deploy masts in some high/low sequence in order to achieve some meaningful convex/concave formation that could work.
4. This "works" : 5. This doesn't:
6. This works partially (the formation at the back is "flat" == undo able):
7. This is utterly kitsch (and faulty as the case6 - the back portion):
So it's quite obvious that without a (quite complex) capability to individually control things (in this occasion : mast heights) the whole definition is a waste of computer time. Additionally the more the solution is "demystified" (some curve is defined, some random points are created, some masts are in place, some cables appear etc etc) the more additional constrains are required in order to "narrow" the possibilities (In plain English : sliders should control other sliders as regards their min/max values, true/false, you/me etc etc).
Remember that we are talking about ONE (mast height) out of a myriad things that you should control "manually" (it's utterly pointless to mastermind some kind of "generic" rules - or use naive attractors etc etc) .You'll see the difference when I'll completely reform the definition by adding individual control upon anything.
PS: what about the blocks? (the real life stuff that actually make any solution possible). Can you imagine a 2nd set of "restrictions" imposed by "a child to his parent"? (Assembly/Component modeling , that is).
more soon
…
uick answers. Below you will find some suggestions, but don't think of them as rules and especially don't think of them as guarantees.
1. Choose a descriptive title for your post
Don't call your question "Help!" or "I have a problem" or "Deadline tonight!", but actually describe the problem you are having.
2. Be succinct but clear in your wording
People need to know some details about your problem in order to understand what sort of answers would satisfy you, but nobody cares about how angry your boss or how bad your teacher or how tight your deadline is. Talk about the problem and only the problem. If you don't speak English well, you should probably post in your native language as well as providing a Google Translation of your question.
3. Attach minimal versions of all the relevant files
If you have a GH/GHX file you have a question about, attach it to the post. Don't expect that people will recreate a file based on a screen-shot because that's a lot of pointless work. It's also a good idea to remove everything non-essential from a GH file. You can use the 'Internalise Data' menu option to cut everything to the left of a parameter:
If you're importing curves or Breps or meshes from Rhino, you can also internalise them so you won't have to post a 3DM file as well as a GH file. If you do attach large files, consider zipping them first. Do not use RAR, Ning doesn't handle it.
It is especially a good idea to post files that don't require any non-standard components if at all possible. Not everyone has Kangaroo or Hoopsnake or Geco installed so if your file relies on those components, it might not open correctly elsewhere.
4. Include a detailed image of the GH file if it makes sense
If your question is about a specific (group of) components, consider adding a screenshot of the file in the text of the post. You can use the Ctrl+Shift+Q feature in Grasshopper to quickly create nice screenshots with focus rectangles such as this:
5. Include links to online resources if possible
If you have a question about Schwarz Minimal surfaces, please link to a website which talks about these.
6. Create new topics rather than continuing old ones
It's usually better to start a fresh question, even if there's already a discussion that kinda sorta tangentially touches upon the same issue. Please link to that discussion, but start anew.
7. This is not a 'do my work for me' group
Many of us like to help, but it's good to see effort on our part being matched by effort on your part. Questions in the form of 'I need to do X but cannot be bothered to try and learn the software' will (and should) go unanswered.
7b. Similarly, questions in the form of 'How do I quickly recreate this facade that took a team of skilled professionals four months to figure out?' have a very low success rate.
--
David Rutten
Lead Grasshopper Development
Robert McNeel & Associates…
Added by David Rutten at 12:58pm on October 1, 2013
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
…