e rod with circular section (no goals allow for controlling torsion for what I know). The rods are set with two options, with straight rest position or the (initial) bent one. The calibration integrated with the model is more about giving a scale between the forces rather than the will to accurately simulate them (at the moment). Anyway, I am trying to do it on a macro scale, instead of a micro, with elements which are rather thin.
The system at the moment is not stable. In fact, besides the rods' characteristics is quite fundamental to keep them planar when they intersect. I am lacking something but also probably missing some parameters. In the script, there are two goals to define this: impose 90° between vertical and horizontal, as well as between these and a normal to their intersection. For my understanding, angle goal works tri-dimensionally without a preferred plane and this (hopefully) should address it.
Just wondering if anyone can give me a hint on this. After this step, it would be great to understand if the system can get out of its plane (through a pull force out of its plane, simulated in the script through point loads in the joints). I am still not entirely sure about the possibility of doing this. By looking at how other auxetic patterns have been used to generate freeform surfaces, I am giving it a try.
Thank you
Claudio
PS: I noticed also this post and this, really interesting. I see the problematic over the stability and the necessity to separate the states with an energetic hill in the first, as well as some potential in using auxetics in the latter.…
opening a simple file with 30 curves being lofted took like 2 minutes to complete and Rhino crashed afterwards saying:"Windows is out of memory and Rhino will close after you click ok."evethough I still had 7GB of free physical memory and my page file is set also to 16 GB just to be shure...I then switched to Rhino 5.0 Version 5 SR14 64-bit (5.14.522.8390, 05/22/2017) which also had big problems to display the lofted surface. It was unresponsive after loading the file for a minute and a half and then it normally displayed the lofted surface. Every move of camera takes at least 10 seconds to update, but at least it runs. GH profiler says the loft took only 12 ms (90%).
So I'm suspected my graphics card, because the Windows are just three weeks from a clean install. I've also updated my Graphics Driver from the stock Windows one to Intel HD one, but nothing changed.Is there something I'm missing??? What can I try next?My specs:CPU: i5-3320M @ 2.60 GHzRAM: 16 GBGPU: Intel HD Graphics 4000, driver: 07.04. 2017, version 10.18.10.4653
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Added by Šimon Prokop at 10:39am on October 21, 2017
It was originally developed at NBBJ by the Design Computation Leadership Team over the course of about 10 months in 2015-2016.
Primary development by:
Andrew Heumann / andheum / @andrewheumann
Lead Developer
Marc Syp / marcsyp / @mpsyp
Product Manager
Nate Holland / nateholland / @_NateHolland
Contributing Developer
----
Gone are the days of faking a user interface by laying out sliders and text panels and hiding wires on the Grasshopper canvas. Human UI interfaces are entirely separate from the Grasshopper canvas and leverage the power of Windows Presentation Foundation (WPF), a graphical subsystem for rendering user interfaces in the Windows environment.
OLD NEW
In other words: Human UI makes your GH definition feel like a Windows app. Create tabbed views, dynamic sliders, pulldown menus, checkboxes, and even 3D viewports and web browsers that look great and make sense to anyone--including designers and clients with no understanding of Grasshopper.
Download the plugin + sample files:
Food4Rhino
View the project on Bitbucket:
Bitbucket
We look forward to seeing where this project takes you, please share your projects made with Human UI!…
ram.com/Helicoid.html.
To be more precise, I'm not quite clear how to apply this equation to the helicoid and integrate it into my code:
where corresponds to a helicoid and to a catenoid.
I've made some attempts not worth to be shown here. Maybe somebody can help me with a pseudocode or a simple description how to start solving this classic geometric transformation.
Thanks, Sebastian
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Added by Sebastian at 11:19am on December 27, 2012
basis" problem ... all of a sudden - quite recently - a girl posted the MITESIGF (Most Important Thread Even Seen In Grasshopper Forums). She doesn't even realized that: she's novice:
http://www.grasshopper3d.com/forum/topics/array-1
4. Why this MITESIGF is MITESIGF? For 2 reasons:
4.a: Wooden pairs (Beams) Profile Curves (belonging in some tree) MUST allow individual control on a per "item basis" (OK, that's obvious) - see Images posted in the thread. No attractor (or any other "global" policy) can cut the mustard here (to tell you the truth this happens in 99% of pure engineering cases, but they appear very rarely in GH Forums - if at all, mind). If the profile curves are defined with 5 points (or 9 for the double thing) we need "on-the-fly" control over this Array (like the radii in your Sphere Manipulator) :
4.b: Critical Bottom-to-Top issues arise: Create a "global" topology (call it "parent") - the beams - and then place real-life "components" (call them "childs") that affect (most probably) the "parent". OK, that's impossible to do with GH/Rhino (peace of cake with CATIA/Microstation) but you can "approximate" things up to a point. Alternatively: you can "trigger" some interest from GH/Rhino developers if they have any AEC market(s) in mind.
Topic 4.a requires the master-to-slave slider thingy (iterate over branches (index slider:master) > reset the 5 values (value slider:slave) > modify them on the fly > save > increase/decrease branch > ...).
Other than that my definitions are far more challenging than this simple case ... but ... anyway ... long is the path (and hilly).
more soon.
best, The Troll
…
up structural systems in the parametric environment of Grasshopper. Participants will be guided through the basics of analysing and interpreting structural models, to optimisation processes and how to integrate Karamba3D into C# scripts.
This workshop is aimed towards beginner to intermediate users of Karamba3D however advanced users are also encouraged to apply. It is open to both professional and academic users.
Earlybird (until May 10):
Professional EUR 750 (+VAT)
Educational EUR 375 (+VAT)
Course Fee:
Professional EUR 825 (+VAT)
Educational EUR 415 (+VAT)
Course Outline
Introduction & Presentation of project examples
Optimization of cross sections of line based and surface based elements
Geometric Optimization
Topological Optimization
Structural Performance Informed Form Finding
Understanding analysis algorithms embedded in Karamba and visualising results
Complex Workflow processes in Rhino3d, Grasshopper3d and Karamba3d
Places are limited to a maximum of 10 participants with limited educational places. A minimum of 4 places are required for the workshop to take place.
The workshop will be cancelled should this quota not be filled by May 31st.
The workshop will be taught in English. Basic Rhino and Grasshopper knowledge is recommended. No knowledge of Karamba3D is needed.
Participants should bring their own laptops with either Rhino5/Rhino6 and Grasshopper3d installed. A 90 day trial version of Rhino can be downloaded from Rhino3d.
Karamba3D ½ year licenses for non-commercial use will be provided to all participants.
…
e and i get it. If you have time check the attached papers we published a while ago in relation to the contribution of thermal mass in the reduction of temperature in residential buildings. See the nice contribution of the heavy TM or the lower one for light TM.
As for the solarHeatCapacity, your description (of the 50W) is derived on a 1 Facade/Floor ratio and fully glazed. The only way to reduce it is to increase the ratio (bigger facade area). Which is not recommended (energy losses), but this is a different issue. So, roughly, we can say that 50 is the lower value. If i have less glazing area this number will be higher (right?)
I want to define a value list of "architectural situations", so it is easy to explain and understand. One situation can be:
"Ratio facade/floor 1 & Fully glazed" = 50
"Ratio facade/floor 1 & Half glazed" = 75
"Ratio facade/floor 1.5 & Fully glazed" = 30
"Ratio facade/floor 1.5 & Half glazed" = 50
"Ratio facade/floor 0.75 & Fully glazed" = 70
"Ratio facade/floor 0.75 & Half glazed" = 90
Makes sense for you something like this?
I also defined a value list for the timeConstant like this:
Light Building (Mobile home) = 1Medium-light building (Cement tiles on floor) = 4Semi Heavy Building (Concrete floor + Tiles) = 8Heavy Building (Concrete floors/ceilings + Heavy external and internal walls) = 12
As for the first 5-10 cm effective TM in general my assumption is that you take half of the mass to your space and half to the space above/below you. Will be interesting to do a parametric study on just the thermal mass, uninsulated and insulated to see what the depth limits effectivity will be. Interested in doing such a study together? Can be a nice work even for publishing.
Thanks a lot ... again,
-A.…
393&xg_source=activity
In this case we see a geometrically approach, which doesn’t works efficient, because it required knowing how they behaviors together before, and I think it is not the ‘really behaves’.
To make the structure ‘really behaves’ I tried use kangaroo and the result works very well! As you can see I simply give the 2-set reverse UForce, and then they start to rotate until they found their equilibrium. That means 90 degree rotation. I was wondering what we can do to make a endless-rotation. I am mean 360 degree or more like this:
https://www.youtube.com/watch?v=4owFczeqqMQ
By the way, I try to give supports which allow a horizontal movement only (Just curious how we could keep the anchor-movement horizontally and in the same layer, for example like usual supports for compression ring…). I use the AnchorXYZ, but Kangaroo-Engine seems don’t accept its output.
So maybe some one knows a better solution?
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Added by Jon to Kangaroo at 7:40am on March 11, 2014
problem later) to fit more shapes that are otherwise won't fit in.
On the example below horizontal rectangle couldn't fit in but its rotated analog could and thus was placed in.
Later, when placed shapes are used to generate frames, because of this rotation, the position of the starting points changes and because of the approach I use to generate the frames some angle values are attached to the wrong corners, this brakes the frame shape and looks like this (on the left the frame of sick shape and on the right the frame of the healthy shape):
Again, this happens because the angle values are assigned to the specific corners (points) and previously rotated shapes get these all messed up:
Easy fix, don't rotate the shapes, problem is, I've already baked a good number of them for later use. I'd like to avoid regeneration because it takes a lot of time and without rotation I constrict the algorithm even more.
Better fix, use a different approach, this is where I'd like to hear suggestions and kicks in a right direction. Please take a look at my definition. It works but I have a feeling like giving an amputee a job of sweeping the floor.
…
ns. but first allow me to explain what i'm trying to do: i have a serial device i want to talk to, but i have to do it using some sort of handshaking. for instance, when i send a command/data, i need to wait for an appropriate response before sending another. i have used andy payne's general serial components from firefly, but i don't think they'll work for what i want to do, and in general, i want to know how to do this from scratch. i'm using the pyserial library to do the comm, and i can get it to work within one script. here's an example of a working (mostly) port open/close script (x=input param for baud, y=input param for port name, z=boolean input param for open/close):
import serialmyPort=serial.Serial()myPort.baudrate = xmyPort.port = yif z == True: try: myPort.open() except: print "Something went wrong. Cannot open port." if myPort.isOpen() == True: print myPort.name + " is open" if z != True: try: myPort.close() except: print "Something went wrong. Cannot close port." if myPort.isOpen != True: print myPort.name + " is closed"
this all works well and good. here are my questions:
1) I can open the port and then close it. however, if i try to re-open it, i get an access denied error. it seems rhino is holding the port open, as i have to re-start rhino to get it working again. i read through the discussions and didn't see any definitive answers to this problem. any advice?
2) I'd like to share this port with other components (or at least break up the functions of opening/closing the port and read/write, not unlike how the firefly components are organized), but i have no idea how to share an object instance between components. i did see that there is a sticky dict and tried to add myPort to it, but i kept getting errors in the other component when i try to use the object's methods. for instance:
Component 1 Script:
import serial
import scriptcontext
myPort=serial.Serial("COM4", 9600)
scriptcontext.sticky['myPort']=myPort
Component 2 Script:
import serial
import scriptcontext
myPort=scriptcontext.sticky['myPort']
print myPort.read()
but i get messages like:
Runtime error (MissingMemberException): 'Serial' object has no attribute '_port_handle'
any assistance would be greatly appreciated!!
best,
~BB~…