enerated their 3d shapes, but couldn't find what some of their types are:
This happens due to lack of Openstreetmap.org data attached to that building geometry. This data is called a "tag". A tag consist of two items connected with = character.
For example, an office building would have the following tag: building=office. Residential building tag would be: building=residential Ambulance station: emergency=ambulance_station The building, with 10 stories/floors would have a tag: building:levels=10
If you know that some building is an office building, a residential building, an ambulance station or anything other than that, you can tag that building by yourself. This is the beauty of the Open street map: any user with internet connection can add the content to the Open street map for free! Once you add the content (a tag/tags) Gismo would instantly be able to use it! Like this:
Here is a 5 minute tutorial on how to add a tag to a specific building at Openstreetmap.org.
Warning: adding tags and geometry to Openstreetmap.org is highly addictive activity! Use at your own risk!…
Added by djordje to Gismo at 4:55pm on May 9, 2017
n due at the end of march. i am hoping to see if i can do this as a sort of "HIVE MIND" experiment with one or two or more posters to the forum. i have uploaded two files to http://www.formpig.com/nine_bar-FAR and I have the following goals:
1. To "kinematically iterate" various formal building envelopes based upon a 50' x 100' lot that "conform" to the nine bar linkage geometry.
2. This lot would have "setbacks" consisting of two 5' side setbacks, a 10' rear yard setback and a 25' front yard setback. max height on the structure is 32' and the allowable overhangs into the setbacks are 2'. I would like to find a way to use the "nine bar geometry" to construct a series of iterations for "floors", "walls" and "ceilings", which would then be tied to a volumetric (cubic volume), or a total square footage (perhaps based upon two horizontal section cuts) which was based upon a given number that I will provide per local building code.
3. Laid on top of this we would also have "mcmansion ordinance" requirements based upon the pdf enclosed. i expect to have this "tent restriction" data in digital form to upload to ftp shortly.
It would be up to you individually or collectively to determine how best to position this "in the real world" based upon the lot, setbacks, zoning requirements etc. For instance, perhaps the nine bar configuration has its vertices coplanar with the 50' x 100' x 32' envelope restrictions and then the chosen volume is "trimmed' by the setback requirements. Or perhaps the nine-bar configuration is generated completely within the setbacks, or perhaps it is generated 2' outside of the setbacks so as to take advantage of the 2' overhang allowance on the setbacks, etc.
*
Given an opportunity to develop the work in a second phase we would have an opportunity to tie this into various efficiencies such as Bill of Materials (wall floor and ceiling square foot calculations), envelope to volume calculations, solar panel efficiencies (solar orientation and envelope geometry) etc, etc (love to get suggestions for this).
*
I've become /really/ convinced that this would be a /really/ interesting entry based upon my just finishing up Kas Oosterhuis' Towards a New Kind of Building: A Designer's Guide for Non-Standard Architecture". In an ideal world I was hoping that it would be possible to hash this out discussion-wise and then literally passing it around on the list after someone eventually made the first move by tossing out a rough ghx script. My expectation would be to finalize it rapidly in the next two weeks. Something of a contemporary version of a design charette.
However, I realize this may not be workable so if you have experience in this arena and particularly if you think this is a brief that is straighforward enough to be almost literally implemented in Grasshopper, please contact me for any wage and/or contract fee requirements.
I'm getting a bit of a late jump on this but my hope is that with the right participant(s) that I can thrash it together quick enough for the first round.
info@formpig.com…
case for sure (started by Giorgio a couple of days before). Ive got involved because I exploit ways to "relax" shapes on nurbs (say patterns created by Lunchbox or "manually) without using any kind of mesh (more explanations soon).
Here's 5 test cases (SDK appears that doesn't have some "thicken surface" thing ... thus the algo that finds the "whole" shapes is rather naive) VS 2 Kangaroo "methods" and the why bother (he he) option as well.
If the goal is to "fit" these shapes within the nurbs ... does it work so far? No I'm afraid (appears that "springs" used are not the proper ones - or [Kangaroo1 option] the lines that pull should been originated from valance 2 points only)
Tricky points:
1. Internalize appears having a variety of serious issues (see Input inside definition) - Load Rhino file first (but even so ...).
2. Pull to surface is deactivated - this is not the issue here (and it's very slow).
3. Since Starling/WB alter the "curves - points" related order
the issue here (Pull points to curves) is to correspond apples to apples:
and that's what Anemone does:
From chaos :
to order:
this means that prior activating Kangaroo you should double click to the Anemone start component in order to "sort" properly the curves.
But .. fact is that results are pathetic:
more soon
best, Peter…
ing results and I think it is based on the assumption of small displacements. That’s why I want to try with LaDeform.
But doing this I met some problems. I tried to experiment it on the small examples that are provided with Karamba:
1.LaDeform in load-controlled behavior
I know Karamba has mainly been created make form-finding and not properly precise calculations, but I’d like to evaluate deformations of my structure under certain loads (load-controlled). It is said to let it in Default value for MaxDisp (-1).
[Rhino view for deflection of the rope]
In this example derived from a Karamba example (Large_Deformation_Rope.gh), the programs shows different ways to get approximately equal max deflection. But, getting into it, I realized Load Multiplier for gravity is different from one model to another (-3.237 for Analyze TH1 and -134 for LaDeform). So what is the interest of the example if the quite similar shape of deflections are not got under the same loadings? (quite different loadings indeed)
Doesn’t it show on the contrary that LaDeform algorithm does not work properly, if you need to change the load multiplier?
The Grasshopper file is shown below.
2.MaxDisp
When I use the model is “max disp”, I command the deformation, but how can I get the value of the virtual force exerted (which I don’t know because it is now imposed)? What is its link with the imposed deflection?
Otherwise I can’t figure how to use it with displacement-controlled loading
3.Iterative process
As it seems impossible to use LaDeform process, I tried to test it by iterations, as you recommend it on the forum, saying that it is equivalent to an iterative Analyze Th1 process.
I tried to reproduce this loading but the result is not very enthusiastic as you can see. The Rhino file shows the progressive loading, with the corresponding Grasshopper files, where I
- disassemble the model,
- get the previous deformed model
- put in another part of the load,
- re-assemble and then calculate it on the previous deformed shape.
Do you have any idea why the answer is not the same ? (LaDeform seem to give like 5 times less for the same loadings) (and even controlling it by displacements the shapes do not fit the principle of the algorithm would let think)
[RhinView for Iterative process]
First step by analyze Th1, and result by LaDeform
4.Analyze Th1 after LaDeform?
Some tutorials of Karamba show that an analysis with Analyze Th1 is sometimes made immediately after a calculation in large deformations. What is its reason? It seems to sometimes change considerably the result. What is the sense of such an operation? Would it mean that LaDeform is not trustworthy?
ð My question is then: is there a way to make the use of LaDeform for other purposes than form-finding affordable and coherent? If I mistake using it, where?
Thank you very much for your help,
…
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…
I am starting to wonder if I have some sort of mismatch between my GHA file and my Diva version, though I'm not sure that would cause these kinds of problems.
Incidentally, I tried creating a brand new file and I get the same results. I cannot save anything with DIVA components in them, they disappear every time. :(
Speaking of 2.0, do you happen to know when that will be released?
Thanks,
Marc
info: Plugin version: 0.8.0066 info: Plugin version: 0.8.0066 info: Object list read info: Plugin version: 0.8.0066 info: Object list read info: Plugin version: 0.8.0066 info: Object list read info: Plugin version: 0.8.0066 info: Object list read info: Plugin version: 0.8.0066 info: Object list read info: Plugin version: 0.8.0066 info: Object list read info: Plugin version: 0.8.0066 info: Object list read error: Component DIVA Daylight Analysis for GH {4ec4ef63-a2e3-4501-891c-dc1107bdd94d} failed to deserialize itself: Method not found: 'Boolean Grasshopper.Kernel.GH_ComponentParamServer.ReadParameterTypeData(GH_IO.Serialization.GH_IReader)'.
error: Component Material {842f969a-3d16-4b32-9aaf-d996bd25181a} failed to deserialize itself: Method not found: 'Boolean Grasshopper.Kernel.GH_ComponentParamServer.ReadParameterTypeData(GH_IO.Serialization.GH_IReader)'.
error: Component Construction Assembly {2f4beddf-fda7-4852-9820-c36101cd316d} failed to deserialize itself: Method not found: 'Boolean Grasshopper.Kernel.GH_ComponentParamServer.ReadParameterTypeData(GH_IO.Serialization.GH_IReader)'.
error: Component Fixed Shade {cc5c1712-3cb4-4e91-b322-ebc050a75c3f} failed to deserialize itself: Method not found: 'Boolean Grasshopper.Kernel.GH_ComponentParamServer.ReadParameterTypeData(GH_IO.Serialization.GH_IReader)'.
error: Component Read Saved Thermal Results {b71b827f-7e12-42a8-a44a-a9ebb1da1596} failed to deserialize itself: Method not found: 'Boolean Grasshopper.Kernel.GH_ComponentParamServer.ReadParameterTypeData(GH_IO.Serialization.GH_IReader)'.
error: Component Viper: Thermal Analysis for GH {8a8fd0f2-dcd8-4c3c-83dd-d74baf8dcaba} failed
…
e it as the same type. It refers to a different type definition apparently.
Error:
error: [A]MassPix cannot be cast to [B]MassPix. Type A originates from '7ea7fec0-99c5-49a8-ae80-af752ac2be94, Version=0.0.0.0, Culture=neutral, PublicKeyToken=null' in the context 'LoadFrom' at location 'C:\Users\pnourian\AppData\Local\Temp\7ea7fec0-99c5-49a8-ae80-af752ac2be94.dll'. Type B originates from 'fd0b2126-e10f-49de-9fc9-5504405d4135, Version=0.0.0.0, Culture=neutral, PublicKeyToken=null' in the context 'LoadFrom' at location 'C:\Users\pnourian\AppData\Local\Temp\fd0b2126-e10f-49de-9fc9-5504405d4135.dll'. (line: 82)
This is the case:
in component A:
Private Sub RunScript(ByVal x As Object, ByVal y As Object, ByRef A As Object) Dim kjh As New MassPix(2.1, 2.3, 4, 5) A = kjh End Sub
'<Custom additional code> Public Class MassPix Private x As Double Private y As Double Private S As Integer Private K As Integer Sub New(xu As Double, yv As Double, SZ As Integer, KL As Integer) x = Xu y = yv s = Sz k = Kl End Sub End Class '</Custom additional code> End Class
and in component B:
Private Sub RunScript(ByVal x As Object, ByVal y As Object, ByRef A As Object) Dim ABC As MassPix = CType(x, MassPix)
End Sub
'<Custom additional code> Public Class MassPix Private x As Double Private y As Double Private S As Integer Private K As Integer Sub New(xu As Double, yv As Double, SZ As Integer, KL As Integer) x = Xu y = yv s = Sz k = Kl End Sub End Class '</Custom additional code> End Class
the file is attached
ANY HELP IS VERY MUCH APPRECIATED! …
hat, in accordance with this stable release, I have posted an updated version of this outdoor microclimate map example to the same link:
http://hydrashare.github.io/hydra/viewer?owner=chriswmackey&fork=hydra_2&id=Outdoor_Microclimate_Map
1. You will see that, in the new file, I now have a single component that is able to turn a zone into a "ground zone" (similar to a plenum). To clarify, both the plenum and ground zone components set all of the loads of the zone to 0 (no internal heat gain). So this means that any of the characteristics of the default office program will be negated. From your comments, Grasshope, it seems that you understand that the reason why I have a ground zone defined in this model is to account for the variation in ground surface temperatures that can occur with different objects casting shade onto the ground. Therefore, the key property that defines this zone is the construction of the top surfaces, which is now changed based on a number that you input into the Ground Zone component.
2. You are correct in understanding the need for both "set zone construction" components in the old file. Because of the zone's position below the Rhino model origin, the walls and floor are defined as underground surfaces and so I need the extra "Set EP Ground Construction" component. Admittedly, the constructions on the underground surfaces should have a minimal effect on the modeling of the surface temperature above the zone (the roof construction is most important) but it made sense to me that results would be more accurate by setting all of the constructions of the zone to the ground material. The current Ground Zone component ensures that all surfaces of the zone are assigned the ground material construction. It also ensures that all walls and floor surfaces have a ground boundary condition regardless of where they sit in relation to the rhino model origin.
3. The distFromFlrOrSrf input can take either a number representing the distance from the floor of zones at which you would like to build a microclimate map or any surface on which you would like to see temperature variation. So the input is flexible and allow you to both build micro-climate maps quickly or take a longer time building them with more customization. For a visual of what you can do by inputting surfaces into this component, see this thermal animation of a section through a building that I designed for my thesis:
https://www.youtube.com/watch?v=WJz1Eojph8E&list=PLruLh1AdY-Sj3ehUTSfKa1IHPSiuJU52A&index=3
For an example of a file using a numerical input for the microclimate map, see here:
http://hydrashare.github.io/hydra/viewer?owner=chriswmackey&fork=hydra_2&id=Indoor_Microclimate_Map
4. The component has since been renamed (sometime in early July) to be called "Honeybee_Microclimate Map Analysis". Originally, I developed the component to help me understand thermal diversity within zones but realized after building it out that the same method could be used to give deeper understandings of the outdoor environment. So, at present, it can do both indoor and outdoor microclimate maps. The only shortcoming at present is that the outdoor microclimate map uses EnergyPlus's oversimplified means of accounting for outdoor wind (a simple wind profile that does nto account for obstructions). This shortcoming will be addressed once the first stable release of butterfly is out or I manage to work in components into LB that use the botlzman lattice particle collision method to approximate outdoor wind speeds. Other than this shortcoming, you can trust that all results you are getting from these components are to a high degree of accuracy (meaning that all air temperature and MRT values are accurate).
5. Thanks for pointing this out. This is a mistake in my labeling of the file names and I will fix this before the end of today. When you use the workflow with the PMV recipe, these values are actual PMV/PPD values. When you use the Adaptive comfort recipe, these values are "degrees from neutral temperature" and "Comfortable Or Not" values. When you use the workflow with the UTCI recipe, these values are also "degrees from neutral temperature" and "Comfortable Or Not" values but they are different for UTCI than they are for the adaptive model. Specifically, the neutral temperature and comfort zone for UTCI is defined to be the same as it is in this publication:
https://www.ipma.pt/en/enciclopedia/amb.atmosfera/index.bioclima/index.html?page=utci.xml
Hope this helps and let me know if you have any more questions,
-Chris…
inner As Curve() = section.ToNurbsCurve().Offset(normal, pc, -plate, 1e-3, 1e-4, Rhino.Geometry.CurveOffsetCornerStyle.Sharp)
the error message is:
"
{0}0. Error: Het oplossen van de overbelasting is mislukt omdat dit aantal argumenten door geen enkele toegankelijke Offset wordt geaccepteerd. (line 104)
"
this is the VBA script:
"Option Strict OffOption Explicit On'Import SDK and Framework namespacesImports RhinoImports Rhino.GeometryImports Rhino.CollectionsImports GrasshopperImports Grasshopper.KernelImports Grasshopper.Kernel.DataImports Grasshopper.Kernel.TypesImports GH_IOImports GH_IO.SerializationImports SystemImports System.IOImports System.XmlImports System.DataImports System.DrawingImports System.ReflectionImports System.CollectionsImports System.Windows.FormsImports Microsoft.VisualBasicImports System.Collections.GenericImports System.Runtime.InteropServices'Code generated by Grasshopper(R) (except for RunScript() content and Additional content)'Copyright (C) 2011 - Robert McNeel & Associates<System.Runtime.CompilerServices.CompilerGenerated()> _Public Class Script_Instance Implements IGH_ScriptInstance#Region "Members" ''' <summary>List of error messages. Do not modify this list directly.</summary> Private __err As New List(Of String) ''' <summary>List of print messages. Do not modify this list directly, use the Print() and Reflect() functions instead.</summary> Private __out As New List(Of String) ''' <summary>Represents the current Rhino document.</summary> Private doc As RhinoDoc = RhinoDoc.ActiveDoc ''' <summary>Represents the Script component which maintains this script.</summary> Public owner As Grasshopper.Kernel.IGH_ActiveObject#End Region#Region "Utility functions" ''' <summary>Print a String to the [Out] Parameter of the Script component.</summary> ''' <param name="text">String to print.</param> Private Sub Print(ByVal text As String) __out.Add(text) End Sub ''' <summary>Print a formatted String to the [Out] Parameter of the Script component.</summary> ''' <param name="format">String format.</param> ''' <param name="args">Formatting parameters.</param> Private Sub Print(ByVal format As String, ByVal ParamArray args As Object()) __out.Add(String.Format(format, args)) End Sub ''' <summary>Print useful information about an object instance to the [Out] Parameter of the Script component. </summary> ''' <param name="obj">Object instance to parse.</param> Private Sub Reflect(ByVal obj As Object) __out.Add(GH_ScriptComponentUtilities.ReflectType_VB(obj)) End Sub ''' <summary>Print the signatures of all the overloads of a specific method to the [Out] Parameter of the Script component. </summary> ''' <param name="obj">Object instance to parse.</param> Private Sub Reflect(ByVal obj As Object, ByVal method_name As String) __out.Add(GH_ScriptComponentUtilities.ReflectType_VB(obj, method_name)) End Sub#End Region ''' <summary> ''' This procedure contains the user code. Input parameters are provided as ByVal arguments, ''' Output parameter are ByRef arguments. You don't have to assign output parameters, ''' they will be null by default. ''' </summary> Private Sub RunScript(ByVal p0 As Point3d, ByVal p1 As Point3d, ByVal p2 As Point3d, ByVal pc As Point3d, ByVal plate As Double, ByVal itt As Integer, ByVal dev As Double, ByRef crvout As Object, ByRef crvin As Object, ByRef sec As Object, ByRef opp As Object, ByRef div As Object, ByRef pt4 As Object) 'your code goes here… opp = "test01" Dim section As New Polyline(5) section.Add(p0) section.Add(p1) section.Add(p2) section.Add(pc) section.Add(p0) Dim normal As Vector3d = vector3d.CrossProduct((p1 - p0), (p2 - p0)) Dim area As Double Dim chicken_int As Int32 = 0 Dim XX As Double Dim YY As Double Do chicken_int += 1 If (chicken_int > itt) Then Exit Do 'Compute the section offset Dim inner As Curve() = section.ToNurbsCurve().Offset(normal, pc, -plate, 1e-3, 1e-4, Rhino.Geometry.CurveOffsetCornerStyle.Sharp) Dim edges As New CurveList(inner) edges.Add(section.ToNurbsCurve()) crvin = edges Dim sections As Brep() = Brep.CreatePlanarBreps(edges) If (sections Is Nothing) Then Exit Do opp = "test02" 'Compute the centroid of the current section Dim am As AreaMassProperties = AreaMassProperties.Compute(sections(0)) Dim ct As Point3d = am.Centroid XX = am.CentroidCoordinatesMomentsOfInertia.X YY = am.CentroidCoordinatesMomentsOfInertia.Y area = am.Area Dim dx As Vector3d = pc - ct 'Compute the error of the current centroid Dim dl As Double = dx.Length div = dl 'Update output values crvout = section crvin = inner sec = sections(0) opp = area If (dl < dev) Then Exit Do 'Adjust outline with a boosting factor. section(3) += dx * 4 Loop pt4 = section(3) crvout = section End Sub '<Custom additional code> '</Custom additional code> End Class
"…