8.3.0************* IDF Context for following error/warning message:************* Note -- lines truncated at 300 characters, if necessary...************* 829 Construction,************* indicated Name=PELLE001************* Only last 10 lines before error line shown.....
************* 832 AIR WALL2, !- - Layer 2************* 833 X-LAM, !- - Layer 3************* 834 POLYSTYRENE2, !- - Layer 4************* 835 PANNELLO VIP, !- - Layer 5************* 836 POLYSTYRENE2, !- - Layer 6************* 837 X-LAM, !- - Layer 7************* 838 LANA DI ROCCIAS, !- - Layer 8************* 839 VANO IMPIANTI, !- - Layer 9************* 840 LANA DI ROCCIAS, !- - Layer 10************* 841 LASTRA IN GESSOFIBRA, !- - Layer 11** Severe ** IP: IDF line~841 Error detected for Object=CONSTRUCTION** ~~~ ** Maximum arguments reached for this object, trying to process ->LASTRA IN GESSOFIBRA<-************* IDF Context for following error/warning message:************* Note -- lines truncated at 300 characters, if necessary...************* 985 Construction,************* indicated Name=ROOF001************* Only last 10 lines before error line shown.....************* 988 TRAVETTI, !- - Layer 2************* 989 TAVOLATO, !- - Layer 3************* 990 POLYSTYRENE2, !- - Layer 4************* 991 PANNELLO VIP, !- - Layer 5************* 992 POLYSTYRENE2, !- - Layer 6************* 993 X-LAM, !- - Layer 7************* 994 LANA DI ROCCIAS, !- - Layer 8************* 995 VANO IMPIANTI, !- - Layer 9************* 996 LANA DI ROCCIAS, !- - Layer 10************* 997 LASTRA IN GESSOFIBRA, !- - Layer 11** Severe ** IP: IDF line~997 Error detected for Object=CONSTRUCTION** ~~~ ** Maximum arguments reached for this object, trying to process ->LASTRA IN GESSOFIBRA<-** Warning ** IP: Note -- Some missing fields have been filled with defaults. See the audit output file for details.** Severe ** IP: Possible incorrect IDD File** ~~~ ** IDD Version:"IDD_Version 8.3.0"** ~~~ ** Version in IDF="8.3" not the same as expected="8.3"** ~~~ ** Possible Invalid Numerics or other problems** Fatal ** IP: Errors occurred on processing IDF file. Preceding condition(s) cause termination....Summary of Errors that led to program termination:..... Reference severe error count=3..... Last severe error=IP: Possible incorrect IDD File************* Warning: Node connection errors not checked - most system input has not been read (see previous warning).************* Fatal error -- final processing. Program exited before simulations began. See previous error messages.************* EnergyPlus Warmup Error Summary. During Warmup: 0 Warning; 0 Severe Errors.************* EnergyPlus Sizing Error Summary. During Sizing: 0 Warning; 0 Severe Errors.************* EnergyPlus Terminated--Fatal Error Detected. 1 Warning; 3 Severe Errors; Elapsed Time=00hr 00min 0.34sec
My question is how i can fix it ??? and why it tell me that:
** Severe ** IP: Possible incorrect IDD File** ~~~ ** IDD Version:"IDD_Version 8.3.0"** ~~~ ** Version in IDF="8.3" not the same as expected="8.3"** ~~~ ** Possible Invalid Numerics or other problems** Fatal ** IP: Errors occurred on processing IDF file. Preceding condition(s) cause termination....Summary of Errors that led to program termination:
Help me pleaseeeeeeee
Thanks and Happy new year!!!!!…
duino code generator works fine, but when exporting, it doesn't seem to work? Could some one please tell me what is FFcasts.h, and if that could be effecting my code? Or if there is anything wrong in general with the export.
{0}
0. /* Firefly Code Generator by Andy Payne Copyright 2011 All Rights Reserved Code Generated on 03/04/2013 20:46:37 Special thanks to Panagiotis Michalatos. For more information visit: www.fireflyexperiments.com */
#include "FFCasts.h" #include <Servo.h>
//******************* Begin Function Definitions *******************
//Remap Number Function: Remap a value into a new numeric domain. double Remap_Numbers(double x, Interval _in, Interval _out) { return (x - _in.t0) * (_out.t1 - _out.t0) / (_in.t1 - _in.t0) + _out.t0; }
//Constrain Function: Constrains a number to a specific numeric range. double Constrain(double _v1, Interval _in){ double _min, _max, result; if (_in.t0 < _in.t1){ _min = _in.t0; _max = _in.t1; }else{ _min = _in.t1; _max = _in.t0; } if (_v1 < _min){ result = _min; }else if (_v1 > _max){ result = _max; }else{ result = _v1; }return result; }
double Smoothing_pval_0 = 0;
//Smoothing Function: Returns a smoothed value that is the sum of the weighted average of the previous observations and the current value. double Smoothing_Temporal(double _v1, double _sf, double *_pval){ *_pval *= _sf; return *_pval += _v1 *(double)(1.0 - _sf); }
//******************** End Function Definitions ********************
Servo servo9;
void setup() { servo9.attach(9); }
void loop() { int APin0 = analogRead(0); servo9.write(Smoothing_Temporal(Remap_Numbers(Constrain(APin0,Interval(10,130)),Interval(10,130),Interval(0,180)),5.0, &Smoothing_pval_0)); }
…
quel que este interesado en aprender procesos Generativos y Paramétricos con Grasshopper para Rhino 5.
El Workshop esta organizado para que durante estos tres días, el estudiante domine los conceptos básicos y avanzados de Grasshopper.
Pre-requisitos:
Tener conocimiento del manejo de Rhino 5.
Cada estudiante debe traer su propio computador o portátil.
Rhino3D Colombia suministrara el Software de evaluación de Rhino 5 y Grasshopper.
Numero total de horas: 24
Fechas: Agosto 15, 16 y 17
Horas: de 8:00 am a 5 pm
Profesor: Andres Gonzalez, McNeel Miami
Lenguaje: Español / Ingles
Número de estudiantes: Máximo 8
Rhino Visual Tips 5.0 + SAVANNA3D
Se entregara un USB a cada participante con:
Rhino Visual Tips 5.0
Costos:
Antes del 2 de Agosto: 495.000 pesos Colombianos, después del 2 de Agosto, 595.000 pesos Colombianos.
Mayores informes:
www.Rhino3DColombia.com
Tel: 412 3015 Medellin, Colombia.
…
a nodi, permette di sfruttara le potenza della programmazione, senza necessariamente avere competenze avanzate.
Con Grasshopper potrete avere accesso ai segreti della modellazione generativa, un nuovo linguaggio progettuale che sta cambiando il mondo del design, a partire dalla gioielleria, fino ad arrivare all'architettura.
Durante il corso sarà possibile comprendere le caratteristiche di funzionamento del programma e applicarlo alla creazione di oggetti complessi che potranno essere stampati in 3D, oppure renderizzati. La durata è di 30 ore e alla fine del percorso verrà rilasciato il certificato McNeel.
Il Programma
Il corso spiega i concetti base di modellazione parametrica e generativa. Nello specifico:
Interfaccia e comandi
Parametri e componenti
Interopazione con Rhinoceros
Strumenti di parametrizzazione
Combinazione dati
Data tree
Creazioni di superfici attraverso algoritmi di paneling
Teoria degli attrattori
Gestione strumenti mesh
Creazione di Cluster
Durante il corso saranno proposte esercitazioni pratiche sul campo di utilizzo preferito dallo studente
Il docente
Antonino Marsala, è un formatore certificato McNeel con alle spalle oltre 11 anni di esperienza nel settore della modellazione 3D. Oltre ad occuparsi di formazione, collabora con aziende orafe e di architettura per la messa in pratica dei principi di modellazione generativa, applicandoli a casi reali.
FAQ
Quanto costa il corso?
Il prezzo del corso è di 500,00 € + IVA che potranno essere saldati in una soluzione unica. Nel caso di iscrizione di gruppo, potrà essere applicato uno sconto.
Cosa posso portare e cosa non devo portare all'evento?
Gli organizzatori forniranno computer con il software già installato. Nel caso vogliate portare il vostro computer, vi forniremo una versione trial da 90giorni di Rihnoceros e Grasshopper
Dove posso contattare l'organizzatore per qualsiasi domanda?
antonio@mandarinoblu.com
334 24 20 203
La mia registrazione o il mio biglietto è trasferibile?
Si, purchè venga comunicato il cambiamento entro 48 ore dalla partena del corso
…
思った感じになりません。
balls の代わりにplanarカーブを直接入れてみましたがエラーが出ます。
ファンクションにしてみたところ、forループので作った数値が反映されていません。
ファンクションのインスタンス?を出力していないと思い上記のようにしましたがエラーが出てしまいます。
以上の事から自分の認識が正しいのかよくわからなくなりました・・・
python自体の深いところをわかっているわけではないので余計こんがらがりました。
そこで、for b in ballsはどのような条件または使い方であれば使えるのでしょうか?
そして、上記のように別のオブジェクトに対しての使い方はどのようにすればできるのでしょうか?
2:同じファンクション内のdist = rs.Distance(self.pos,b.pos)についてですが
この文章も for b in balls によってbはBallのインスタンスであると定義?されたためb.posがbの位置であると分かるのでしょうか?
pythonは定義しなくても動いてしまうのでどのような時に使えるのか文章見ただけではよくわかりません・・・
大変細かいことかもしれませんが、よりpythonをしっかりと理解するためにも、どなたかわかる方ご教授いただけると幸いです。…
is an emerging research area that exploits the principles and logic of natural systems in the design of the built environment. Sandworks* investigates the development of a computational design system informed by the sand self-formation behaviour. The knowledge objective is to understand the process of coding the material physical behaviour that follows the geometrical constraints of developable, ruled and hyperbolic surfaces formed by sand. Through physical and digital form-finding exercises, the workshop will explore the relationships between material and its shaping processes in the generation of form in parallel to theoretical lectures and discussion on cutting edge approaches of computational thinking, design and fabrication in architecture and design. Participants will be introduced to ruled based design thinking through digital design and fabrication systems as well as physical modelling and prototyping techniques.. The workshop aim is to provide an understanding framework of how such processes occur in nature and find their translation in the design of the artificial. *This research started at the Architectural Association school of architecture in London exploring the design and fabrication techniques of sand tectonic system and now it is pursued at ENSA Paris-Malaquias focusing on the development of the machinic morphogenetic possibilities of sand self-formation with robotic distribution of material through addition, subtraction and deposition techniques.www.sandworks.org /// Application To apply, please follow this link to fill the application form https://docs.google.com/forms/d/1n_LN2svFTT79kCqndxznKRj4PX8J8__FVNKvjiHTeJU/viewform /// Fees* 1700 EGP for students / 2000 EGP for graduates and young professionals * 20 % discount for early registration and payment before 22 nd of August 2014 more info on the workshop webpage: http://www.encodestudio.net/#!sandworks/c1nn1…
l design.
2/ Optimization
2.1/ in prefabrication
2.2/ combinatorial
2.3/ approach comparisons (i.e. deterministic vs stochastic)
2.4/ share your research
2.5/ ... etc. the list goes on and on
3/ Share you design rationale and how computation fits in
4/ Need help with this problem...
5/ Challenges and workshops announcements
6/ CD News
7/ Share computational design projects under construction or built (akin to skyscrapercity)
8/ and so many other categories and sub-categories...
Just my first thoughts. That breakdown in optimization is just an example. Maybe 'sections' is an old-school way of seeing things, I just wanted to share some thoughts on the kind of content I look forward to seeing. It can be pragmatic topics, but also theoretical, and allow folks to share their projects and research. Some categories are specific, others broad. I suppose I'm interested in community building with regards to computational design. I think SmartGeometry attempted to accomplish this at some point in the past, to some degree. However their focus appears to be in the workshops and challenges.
I recall the silly flame wars that the CG industry had 20 years ago (lame). I'd avoid that, even if it meant forbidding the mention of any specific software in certain areas or in the entire forum. Which would be tricky, but the endless flame wars and silly comparisons were such a waste of everyone's time in CG.
Without dwelling on this too much yet, I think that the software specific questions belong in software specific forums. If we already had a common language for computational design, you'd just need to add the right description as a meta-tag to any Dynamo or Grasshopper forum post, and you'd be able to find analogous solutions in either forum effortlessly, right?
The Dynamo and Grasshopper forums lack design-centric content. The emphasis is generally on the tools and workflow. Computational design is hybrid in essence, it involves both design and computer programming (be it visual or textual). We could really use a forum for knowledge exchange where the expectation is that both are discussed with equal status.
I disagree that such a forum ought to exclude professional programmers. It should include professional programmers whom have an interest in design, and also include professional designers whom have an interest in computer programming, and everyone in between, and enthusiasts, and artists whom are curious about algorithms as a creative medium, and academics, and students, and etc etc. As long as there is rich content and activity on design as well, not only the computational bit, then the crowd will be diverse and we'll all have more to learn from one another.…
mething like an i7 with four cores would serve best. i am running 4x3.4 here. you should see 100% cpu utilization when solving.
2) model specifics: topology (= how many elements coming together in one joint), joint and support freedom, which both define the number of degrees of freedom of the model. the more DOF, the larger the stiffness-matrix to invert , the longer computation time. truss-bars are a LOT faster than beam elements.
3) loads and load cases: in general the more load cases, the longer the solving time. the more load vectors on single nodes (which it all comes down to), the longer too. but loads dont affect the computation time too much, especially since once the stiffness matrix has been inverted, most load cases can be applied to it i think.
eigenmodes take a LOT longer to compute than normal analysis, in certain karamba releases the automatic calculation of the first eigenmode (for debugging your geometry) was turned on inside the analysis module when something was wrong with the actual calculation to debug. this could turn out to be pretty annoying with big models so now it's turned off again.
with 'nonlinear', do you mean the large deformations iterative approximation component of karamba?
an average model with 10000 beams and three load cases takes ~400ms here, so take this times 20 for some non-linear iterations and you are there, roughly.
best
robert…