and enhancing its intrinsic qualities.
The program of the workshop consists of an intense exploration of Günther Domenig’s Steinhaus (situated at Ossiachersee in Carinthia, Austria) and it’s visible and hidden properties. By the use of mapping strategies these properties can be isolated and will be implemented as a temporary installation.
Each participant will investigate certain spatial aspects using methods of mapping.
In a series of tutorials on various techniques, strategies will be developed to translate and structure the collected information into a unified spatial concept. Participants will work amongst groups to propose the result of their investigations with a site specific installation which will be digitally materialized on site.
Complementary program:
lecture by Stefan Rutzinger & Kristina Schinegger, soma
guided tour and lecture about Steinhaus and Günther Domenig by Christian Halm
presentation by Clemens Preisinger, karamba
Closing event and presentation
250€ early bird registration (until June 14th) | 300€ (until June 28)
More information at www.semf.cc
Email us at info@SeMF.cc…
e:
Modulo 1Il workshop è finalizzato a fornire ai partecipanti i fondamenti della modellazione parametrica e generativa attraverso Grasshopper, plug-in di programmazione visuale per Rhinoceros 3D (uno dei più diffusi modellatori NURBS per l‘architettura e il design). Il workshop mira a gestire e sviluppare il rapporto tra informazione e geometria lavorando sui sistemi di involucro in condizioni specifiche. La discretizzazione di superfici (pannellizazione sia Nurbs che Mesh), la modellazione delle geometrie attraverso informazioni (siano esse provenienti da dati di analisi ambientali, da mappe di colore o da database), l’estrazione e la gestione di informazioni richiedono la comprensione delle strutture dei dati al fine di definire un processo che va dalla progettazione alla costruzione.I partecipanti impareranno come costruire e sviluppare strutture di dati parametrici per informare geometrie ‘data-driven’ e come estrarre le informazioni rilevanti da tali modelli per il processo di costruzione.Modulo 2Il workshop, volto a promuovere le nuove tecnologie digitali di supporto alla progettazione e alla fabbricazione, fornirà ai partecipanti gli strumenti per la preparazione, attraverso Grasshopper, dei modelli per il processo di stampa 3d. Il workshop inoltre, darà ai partecipanti i fondamenti dell’uso della stampante 3d e si concluderà con la fabbricazione del proprio modello realizzato durante il corso.
[.] Date:Modulo 1 – 25/26/27 Luglio 2014 – SiracusaModulo 2 – 28/29 Luglio 2014 – Catania
[.] Tutors:Arch. Andrea Graziano (Co-de-iT)Arch. Salvo Pappalardo (Studio Aion)Arch. David Montenegro (Hackspace_Catania)
[.] Luogo:Modulo 1Officina Ermocrate – Viale Ermocrate 7, 96100 – SiracusaModulo 2Hackspace_Catania – Via Grotte Bianche, 112 – Catania
[more info]
…
io, alle ore 19:30 presso la Mediateca MARTE di Cava de’ Tirreni (Sa), la lecture magistralis dell’arch. Walter Nicolino dal titolo “Augmented visions / Responsive spaces”, un viaggio culturale che, attraversando gli studi progettuali a diverse scale condotti tra la sede torinese e il centro ricerca di Boston, mette in luce una attitudine nell’indagare e nel dar forma alle interazioni tra le persone, gli oggetti e gli spazi, al fine di fornire possibili risposte alle nuove istanze poste dalla rivoluzione digitale.
In apertura i saluti istituzionali del sindaco Marco Galdi, mentre a introdurre la lecture l’arch. Amleto Picerno, promotore del Mediterranean FabLab di Cava de’ Tirreni e tutor della Summer School digitalMed, il laboratorio progettuale che da quattro anni a questa parte, indaga temi, pratiche e tecniche dell’attuale panorama architettonico internazionale. È la smart city al centro della IV edizione di Summer School Digitalmed 2013, che si svolge a Salerno dal 22 al 28 luglio con l’obiettivo di creare un sistema di relazioni e di interazioni continue tra la città, le persone e l’ambiente in cui queste si rapportano in un continuo scambio di informazioni.
Ad esprimere la critic ai prototipi di progetto che emergeranno dal workshop digitalMed, sarà proprio Walter Nicolino, architetto di spicco del panorama italiano, coinvolto in numerosi progetti di ricerca al Senseable City Lab del MIT di Boston, insieme all’arch. Carlo Ratti con cui è fondatore e socio dello studio torinese CARLORATTIASSOCIATI.
Il 26 luglio lo space 1.0 della Mediateca MARTE di Cava de’ Tirreni si fa, dunque, arena d’avanguardia per un interessante dibattito durante il quale, a proposito della Summer School digitalMed, si ragionerà anche sul modo in cui le tecnologie digitali influenzano l’architettura.
«Da qualche tempo a questa parte possiamo scegliere se orientarci alla perfezione tramite navigatori GPS o perderci come sognanti flâneur metropolitani; possiamo associare in un batter d'occhio infiniti layers di dati a un luogo, oppure contemplarne in silenzio il paesaggio; possiamo anticipare la realtà con sofisticate rappresentazioni virtuali, oppure esercitarci in giocose autocostruzioni partecipate.
Possiamo avere l'una e l'altra cosa: non si tratta di una scelta tra il mondo reale e quello virtuale, come predetto da parte della letteratura agli albori dell’era digitale, ma si tratta di capire come il nostro ambiente costruito e gli spazi in cui viviamo stiano imparando a parlare un nuovo linguaggio e ad interagire in modo sempre maggiore con le persone - afferma Walter Nicolino che parafrasando Le Corbusier “La civilisation digitale cherche et trouvera son expression architecturale”, sottolinea l’importanza di integrare le nuove tecnologie e radici locali senza perdere la visione e la dimensione umana della città: All’architettura è richiesta una revisione dei propri strumenti per creare spazi flessibili, inclusivi, in grado di adattarsi ai nuovi modi di vivere e lavorare e di rispondere in modo interattivo alle nostre esigenze».
…
The PC actually stops working because after a few seconds the simulation starts the fan inside the PC all of a sudden stops and for the next 5-10 mins I cannot do anything, even alt+ctrl+canc. After I wait for that time i get the followig error:
the ReadMe says:
{0;0;0}0. Grid-based Radiance simulation1. The component is checking ad, as, ar and aa values. This is just to make sure that the results are accurate enough.2. -ar is set to 300.3. Good to go!4. Current working directory is set to: C:\Users\Luigi\Desktop\Prova__\Prova_1\gridBasedSimulation\5. Found a trans material... Resetting st parameter from 0.85 to 0.011276004966. WMIC PROCESS get Commandline7. WMIC PROCESS get Commandline8. WMIC PROCESS get Commandline9. WMIC PROCESS get Commandline10. WMIC PROCESS get Commandline11. WMIC PROCESS get Commandline12. WMIC PROCESS get Commandline13. WMIC PROCESS get Commandline14. WMIC PROCESS get Commandline15. WMIC PROCESS get Commandline16. WMIC PROCESS get Commandline17. WMIC PROCESS get Commandline18. WMIC PROCESS get Commandline19. WMIC PROCESS get Commandline20. WMIC PROCESS get Commandline21. WMIC PROCESS get Commandline22. WMIC PROCESS get Commandline23. WMIC PROCESS get Commandline24. WMIC PROCESS get Commandline25. WMIC PROCESS get Commandline26. WMIC PROCESS get Commandline27. WMIC PROCESS get Commandline28. WMIC PROCESS get Commandline29. WMIC PROCESS get Commandline30. WMIC PROCESS get Commandline31. WMIC PROCESS get Commandline32. WMIC PROCESS get Commandline33. WMIC PROCESS get Commandline34. WMIC PROCESS get Commandline35. WMIC PROCESS get Commandline36. WMIC PROCESS get Commandline37. WMIC PROCESS get Commandline38. WMIC PROCESS get Commandline39. WMIC PROCESS get Commandline40. WMIC PROCESS get Commandline41. WMIC PROCESS get Commandline42. WMIC PROCESS get Commandline43. WMIC PROCESS get Commandline44. WMIC PROCESS get Commandline45. WMIC PROCESS get Commandline46. WMIC PROCESS get Commandline47. WMIC PROCESS get Commandline48. WMIC PROCESS get Commandline49. WMIC PROCESS get Commandline50. WMIC PROCESS get Commandline51. WMIC PROCESS get Commandline52. WMIC PROCESS get Commandline53. WMIC PROCESS get Commandline54. WMIC PROCESS get Commandline55. WMIC PROCESS get Commandline56. WMIC PROCESS get Commandline57. WMIC PROCESS get Commandline58. WMIC PROCESS get Commandline59. WMIC PROCESS get Commandline60. WMIC PROCESS get Commandline61. WMIC PROCESS get Commandline62. WMIC PROCESS get Commandline63. WMIC PROCESS get Commandline64. WMIC PROCESS get Commandline65. WMIC PROCESS get Commandline66. WMIC PROCESS get Commandline67. WMIC PROCESS get Commandline68. WMIC PROCESS get Commandline69. WMIC PROCESS get Commandline70. WMIC PROCESS get Commandline71. WMIC PROCESS get Commandline72. WMIC PROCESS get Commandline73. WMIC PROCESS get Commandline74. WMIC PROCESS get Commandline75. WMIC PROCESS get Commandline76. WMIC PROCESS get Commandline77. WMIC PROCESS get Commandline78. WMIC PROCESS get Commandline79. WMIC PROCESS get Commandline80. WMIC PROCESS get Commandline81. WMIC PROCESS get Commandline82. WMIC PROCESS get Commandline83. WMIC PROCESS get Commandline84. WMIC PROCESS get Commandline85. WMIC PROCESS get Commandline86. WMIC PROCESS get Commandline87. WMIC PROCESS get Commandline88. WMIC PROCESS get Commandline89. WMIC PROCESS get Commandline90. WMIC PROCESS get Commandline91. WMIC PROCESS get Commandline92. WMIC PROCESS get Commandline93. WMIC PROCESS get Commandline94. WMIC PROCESS get Commandline95. WMIC PROCESS get Commandline96. WMIC PROCESS get Commandline97. WMIC PROCESS get Commandline98. WMIC PROCESS get Commandline99. WMIC PROCESS get Commandline100. WMIC PROCESS get Commandline101. WMIC PROCESS get Commandline102. WMIC PROCESS get Commandline103. WMIC PROCESS get Commandline104. WMIC PROCESS get Commandline105. WMIC PROCESS get Commandline106. WMIC PROCESS get Commandline107. WMIC PROCESS get Commandline108. WMIC PROCESS get Commandline109. WMIC PROCESS get Commandline110. WMIC PROCESS get Commandline111. WMIC PROCESS get Commandline112. WMIC PROCESS get Commandline113. WMIC PROCESS get Commandline114. WMIC PROCESS get Commandline115. WMIC PROCESS get Commandline116. WMIC PROCESS get Commandline117. WMIC PROCESS get Commandline118. WMIC PROCESS get Commandline119. WMIC PROCESS get Commandline120. WMIC PROCESS get Commandline121. WMIC PROCESS get Commandline122. WMIC PROCESS get Commandline123. WMIC PROCESS get Commandline124. WMIC PROCESS get Commandline125. WMIC PROCESS get Commandline126. WMIC PROCESS get Commandline127. WMIC PROCESS get Commandline128. WMIC PROCESS get Commandline129. WMIC PROCESS get Commandline130. WMIC PROCESS get Commandline131. WMIC PROCESS get Commandline132. WMIC PROCESS get Commandline133. WMIC PROCESS get Commandline134. WMIC PROCESS get Commandline135. WMIC PROCESS get Commandline136. WMIC PROCESS get Commandline137. WMIC PROCESS get Commandline138. WMIC PROCESS get Commandline139. WMIC PROCESS get Commandline140. WMIC PROCESS get Commandline141. WMIC PROCESS get Commandline142. WMIC PROCESS get Commandline143. WMIC PROCESS get Commandline144. WMIC PROCESS get Commandline145. WMIC PROCESS get Commandline146. WMIC PROCESS get Commandline147. WMIC PROCESS get Commandline148. WMIC PROCESS get Commandline149. WMIC PROCESS get Commandline150. WMIC PROCESS get Commandline151. WMIC PROCESS get Commandline152. WMIC PROCESS get Commandline153. WMIC PROCESS get Commandline154. WMIC PROCESS get Commandline155. WMIC PROCESS get Commandline156. WMIC PROCESS get Commandline157. WMIC PROCESS get Commandline158. WMIC PROCESS get Commandline159. WMIC PROCESS get Commandline160. WMIC PROCESS get Commandline161. WMIC PROCESS get Commandline162. WMIC PROCESS get Commandline163. WMIC PROCESS get Commandline164. WMIC PROCESS get Commandline165. WMIC PROCESS get Commandline166. WMIC PROCESS get Commandline167. WMIC PROCESS get Commandline168. WMIC PROCESS get Commandline169. WMIC PROCESS get Commandline170. WMIC PROCESS get Commandline171. WMIC PROCESS get Commandline172. WMIC PROCESS get Commandline173. WMIC PROCESS get Commandline174. WMIC PROCESS get Commandline175. WMIC PROCESS get Commandline176. WMIC PROCESS get Commandline177. WMIC PROCESS get Commandline178. WMIC PROCESS get Commandline179. WMIC PROCESS get Commandline180. WMIC PROCESS get Commandline181. WMIC PROCESS get Commandline182. WMIC PROCESS get Commandline183. WMIC PROCESS get Commandline184. WMIC PROCESS get Commandline185. WMIC PROCESS get Commandline186. WMIC PROCESS get Commandline187. WMIC PROCESS get Commandline188. WMIC PROCESS get Commandline189. WMIC PROCESS get Commandline190. WMIC PROCESS get Commandline191. WMIC PROCESS get Commandline192. WMIC PROCESS get Commandline193. WMIC PROCESS get Commandline194. WMIC PROCESS get Commandline195. WMIC PROCESS get Commandline196. WMIC PROCESS get Commandline197. WMIC PROCESS get Commandline198. Runtime error (IndexOutOfRangeException): index out of range: 0199. Traceback: line 320, in script
The thing is that if I raise the -aa parameter from 0.05 to 0.1 all works fine..
Is this only related to my PC then?? What should I do to solve this issue?
Thanks again for your help
Luigi…
ers of the last surface in the Brep, however, only the corners of the bounding box of the surface are generated)
It seems the rs.SurfacePoints only returens the control points of a surface rather than the actual corners of the surface. Can you advise if there's a way to do it?
Thank you!
Code:
import rhinoscriptsyntax as rsall_parts = rs.ExplodePolysurfaces(brep)centers = []vectors = []lines = []vertices = []cnt = 0for part in all_parts: center, err = rs.SurfaceAreaCentroid(part) centers.append(center) #rs.AddText(str(cnt), center) uv = rs.SurfaceClosestPoint(part, center) vector = rs.SurfaceNormal(part, uv) vectors.append(vector) N_start = center N_end = rs.VectorAdd(center, vector) line = rs.AddLine(N_start, N_end) lines.append(line) #vertices = rs.SurfacePoints(part) vertices = rs.SurfaceEditPoints(part) cnt +=1#C = centers#N = vectors#L = linesV = vertices#todo:#explore the surface methods in rhinoscript.surface...#import rhinoscript.surface.…
Added by Grasshope at 10:34pm on September 15, 2015
lysing and assessing sustainable performance of buildings and structures, called sustainability-open. Yes, open-source: that means everybody can use it as much as they want. We hope that this will give designers and engineers to make more sustainable buildings and structures in the future. And you can take a look at our code - to learn or improve it if you like! The framework is still in early stage and doesn't do a lot yet at the moment, so this is your chance to become an early-adopter.(By the way, very soon new components will come out that will early let you do more.)
The framework is linked to Grasshopper and Rhino - as soon as we have a little bit more, we will add some links on this site too.
At the Design Modelling Symposium Berlin (September 28 - October 3)we will host a workshop over the weekend which will show you everything about the framework and its components, our future plans, etc. We will also teach you how to develop your own components. Not everything will be purely related to the framework as we will be doing a lot of .net development related to Rhino/Grasshopper and other parametric applications. If you would like to know more about the framework, take a look at: http://www.sustainability-open.com or follow us on Twitter: @sustainableopenIf you would like to sign up for the workshop in Berlin or would like to know more, go here:https://www.design-modelling-symposium.de/frontend/index.php?folder...Regards,Jeroen…
lysing and assessing sustainable performance of buildings and structures, called sustainability-open. Yes, open-source: that means everybody can use it as much as they want. We hope that this will give designers and engineers to make more sustainable buildings and structures in the future. And you can take a look at our code - to learn or improve it if you like! The framework is still in early stage and doesn't do a lot yet at the moment, so this is your chance to become an early-adopter.(By the way, very soon new components will come out that will early let you do more.)
The framework is linked to Grasshopper and Rhino - as soon as we have a little bit more, we will add some links on this site too.
At the Design Modelling Symposium Berlin (September 28 - October 3)we will host a workshop over the weekend which will show you everything about the framework and its components, our future plans, etc. We will also teach you how to develop your own components. Not everything will be purely related to the framework as we will be doing a lot of .net development related to Rhino/Grasshopper and other parametric applications. If you would like to know more about the framework, take a look at: http://www.sustainability-open.com or follow us on Twitter: @sustainableopenIf you would like to sign up for the workshop in Berlin or would like to know more, go here:https://www.design-modelling-symposium.de/frontend/index.php?folder_id=180Regards,Jeroen…
oo culm and the web is mad of bamboo slats connected to the culms on either side of the attachment points. To make things clearer (extracted from the above paper):
The authors of the paper did a numerical beam-model in ANSYS to see if they could replicate their theoretical results, and it is fairly correct (some differences due to the non-linear behavior of the semi-ring joints that they use, they remain of an order of 5-10% difference in maximum deflection).
My problem is that I am not able to obtain the same deflection values that the authors did (11.4 mm for a total service load of 7.063 kN applied punctually on the upper chord where the truss elements meet, or even replicate the load/deflection curve). Using an orthotropic material, with the engineering constants taken from (ResearchGate - A bamboo Beam-Column Connection Capable to Transmit Moment), my model is too flexible and I get a maximum deflection of 24.28 mm. I tried other orthotropic mechanical characterizations from other sources (Kathry & Mishra, 2012, Finite element analysis of bamboo and joints using steel members under various loading conditions for design study and Chand , Shukla & Sharma, 2008, Analysis of Mechanical Behaviour of Bamboo (Dendrocalamus strictus) by Using FEM), to no avail.
Of course, the problem could be with the material properties I inputted but I am trying to contact the research team to see directly with them. In the meantime, I am looking to make sure the model itself is not flawed.
It also seems to me that gravity was not accounted for in the numerical of the paper, but it seemed to much of an oversight to be possible (still, the deflection curve of their paper goes through 0).
There are several points I am not quite sure about: after all I am still fairly new to Karamba3D and may still have some things to learn about the inner mechanics of the plugin.
The very first is: should I put eccentricities of the slat-elements of the truss in the definition of their cross-section (directly with the Cross Section box) or as an offset of the beam element (with the ModifyElem box)? I tried both approaches and they seem to yield similar results (max. deflection change by 0.65mm in my latest model).
Second is: is it good practice to subdivide the beam elements in more than one element (and connecting the pieces rigidly) in order to get better results? I imagine some meshing or subdivision is performed when the analysis is run but there is no way of visualizing it (that I found in any case). Subdividing the chord elements seems to give smoother deformation results (though I did not check stress I have to admit). My issue on this topic is that the subdivision of the slat-elements of the web is problematic. On the screenshot below, where the elements are divided in two, lets take the example of node 18. It seems to me that all elements of the diagonal element (28, 29, 34 & 35) are all rigidly connected to the node 18. 28 & 29 are not connected together, independently from 34 & 35. The added rigidity may not be a bad thing for my model, but it is not correct I think? Is there a way of solving the problem?
Element tags:
Node tags:
And here is my GH file (clean enough hopefully): verification-model-V04.gh
Thank you all in advance for any insight (even on the inner logics of Karamba)!
…