. From the Thermal Comfort Indices component, Comfort Index 11 (TCI-11):MRT = f(Ta, Tground, Rprim, e)
with:- Ta = DryBulbTemperature coming from ImportEPW component- Tground = f(Ta, N) where N comes from totalSkyCover input. Tground influences the long-wave radiation emitted by the ground in the MRT calculation.- Rprim defined as solar radiation absorbed by nude man = f(Kglob, hS1, ac)- ac is the clothingAlbedo in % (bodyCharacteristics input)- I can't find any definition in the code of Kglob and hS1. Could you tell me please what are those values referencered to? --> probably the globalHorizontalRadiation but how?- e = vapour pressure calculated from Ta and Relative Humidity input
Do you agree that in this case the MRT does not depend on these inputs: location, meanRadiantTemperature, dewPointTemperature and wind speed?It does not depend neither on the other bodyCharacteristics like bodyPosture, age, sex, met, activityDuration...?
MRT calculated by the TCI-11 method is the mean radiant temperature of a vector pointing vertically with a sky view factor of 100%?For ParisOrly epw,
2. From the SolarAdjustedTemperature component (that seems to be more used for the UTCI calculation examples on Hydra compared to TCI-11).
In contrast to the TCI-11, this component distinguishes diffuse and direct radiation and contextualizes the calculation thanks to _ContextShading input, right? It can also be applied to a mannequin thanks to the CumSkyMatrix and thus evaluate the dishomogeneity of radiation exposure.This component seems not to consider the influence of vapour pressure on the result --> is it then more precise to put the MRT output (from the TCI) as an input of meanRadTemperature for SolarAdjustedTemperature?The default groundReflectivity is set to 0.25 --> is GroundReflectivity taken into account in the Tground or MRT calculation in the TCI component? If yes, what is the hypothesised groundReflectivity?The default clothing albedo of 37% (TCI-11 bodyCharacteristics) corresponds to Clothing Absorptivity of 63%?
If the CumSkyMatrix input is not supplied, I get 9 results for the mannequin --> where are those points/results coming from?
If the CumSkyMatrix input is supplied,I suppose the calculation of the 482 results correspond to a calculation method similar to the radiation analysis component that is averaged over the analysis period. Right?But I don't understand why the mannequin is composed of 481 faces and meshFaceResult gives 482 results.
Finally, what is the link between the MESH results, the solarAdjustedMRT and the Effective Radiant field ? Is there a paper to have a detailed explanation of the method?
3. Here are some results for the ParisOrly energyplus weather data. You can find here attached the grasshopper definition.There is no shading in this simulation and the result coming from the ThermalComfort indices for MRT is very different compared to the solar adjusted MRT.Why such a big difference and which of the result should be plugged into the UTCI calculation component?
Results for ParisOrly.epwM,D,H:1,1,12
Ta : 6.5°Crh: 100%globalHorizontalRadiation: 54 Wh/m2totalSkyCover: 10MRT (TCI-11): 1.2°C
_CumSkyMtxOrDirNormRad = directNormalRadiation : 0 Wh/m2diffuseHorizontalRad: 54 Wh/m2_meanRadTemp = TasolarAdjustedMRT: 10.64°CMRTDelta: 4.14°C
_CumSkyMtxOrDirNormRad = CumulativeSkyMtxdiffuseHorizontalRad: 54 Wh/m2_meanRadTemp = TasolarAdjustedMRT: 10.47°CMRTDelta: 3.97°C
_CumSkyMtxOrDirNormRad = CumulativeSkyMtxdiffuseHorizontalRad: 54 Wh/m2_meanRadTemp = MRT (TCI-11)solarAdjustedMRT: 5.17°CMRTDelta: 3.97°C
Thanks a lot for your helpRegards,
Aymeric
…
hope this number will grow in future. Currently available features are:
1) Creation of 2d or 3d context for any kind of building related analysis: automatically generate the 2d/3d surrounding buildings for the location where you would like to perform visibility, solar radiation, cfd or any other type of analysis. You need some other plugin for the last three, like Ladybug. It only creates the context=surroundings! The "automatic generation" process also includes creation of the local topography (terrain) along with buildings.
2) Identification of certain 2d or 3d elements in the created context. For example: selection of all hotels, parks, hospitals, restaurants, residential buildings etc.
3) Performing direct terrain analysis (hillshading, slope, ruggedness, roughness, water flow...)
4) Creation of terrain shading masks and horizon files for further solar and photovoltaics analysis.
Gismo will be very grateful if he could get any suggestions, improvements, bug reports and testing in the following period. In case you are willing to provide any of these, the requirements, installation steps and .gh example files can be found here, here and here.
Thank you in advance !!…
Added by djordje to Gismo at 9:10am on January 29, 2017
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
…
gap as for a 20 meter gap, it's not a good argument.
I fully concede that not every single thing may be backed up by logic. There are simply too many design decisions to make and not enough time to make them rigorously. And I do believe there is place for human intuition and art in architecture, but I also think that artistic (or intuitive, or emotional) considerations should clearly be labelled as such.
When Le Corbusier designed the urban layout of the city of Chandigarh he used his intuition to distribute the buildings and clusters. His intuition however was grounded in European climes and it failed him in India. On hot days it becomes almost impossible to walk the distance between them. Would Chandigarh have been a better place if the maximum distance was defined by the largest walkable distance on the hottest day of the year instead of the unjustifiable intuition of the designer? I suspect it would.
Furthermore, I believe that architects - student and professionals alike - regularly make formal decisions according to their aesthetic judgement. To suggest that students aren't qualified to make a design decision during their studies because they think it's formally successful seems exceedingly stingy;
There are plenty of rational decisions which are made by tacit processes. People can become very good at mimicking rational behaviour using intuition. And -as I said- if you are an architect with a distinguished career; if you've already proven yourself to be capable of good design then there comes a point where your intuitions can be trusted (to an extend).
But students whose every design has always been virtual, who have not been able to evaluate their decisions by a follow-up study, I don't see how anybody can trust their instincts. Instincts aren't just sitting in someone's brain, they are cultivated by relentless exercise and trial-and-error. Until you actually build something there is no error, only trial, and virtual trial at that.
I find architects' attempts to justify what are obviously decisions based on formal taste using other means often taking the same form of obfuscation that makes architects appear to be intellectual charlatans to specialists in other fields.
I fully agree here. If there are non-communicable aspects to a design, just say that. There's no shame in it as long as you're honest about it and have considered -however briefly- the consequences in case you're wrong.
I'm by no means advocating that all architects must master every detail in their work. Rather, that architects have at least a generalist's working knowledge of materials and construction systems. Floors don't levitate, and windows require depth; rules of thumb count as vital knowledge.
I think we're on the same page here. If you want to make a physical building, then there's more to it than pure design. Engineering comes into play. I don't mean to imply that engineering doesn't require creativity or even artistic intellect, but it is a different kind of problem-solving.
I fully agree with your fourth point. I just wasn't sure what performance-driven meant.
--
David Rutten
david@mcneel.com
Tirol, Austria…
Added by David Rutten at 4:19pm on August 14, 2013
ne – power of the many è un corso advanced level che studia la produzione di effetti complessi a partire dalla modellazione di comportamenti semplici su un insieme strutturato con un numero alto di elementi. Attraverso un approccio generico e scaleless sarà possibile affrontare la tematica generale su più fronti e in una molteplicità di declinazioni possibili. Il corso è rivolto a chi,indipendentemente dal proprio background (urbanistica, architettura, ingegneria, design, arte o altro) già possiede una esperienza di base con Rhinoceros e Grasshopper, e desidera sviluppare aspetti di gestione avanzata del flusso di articolato di informazioni attraverso una strategia guidata basata su esempi pratici e sull’implementazione di un progetto personale sul tema generale del “field behaviour”. Sarà trattato anche l’utilizzo di alcuni plug-ins quali gHowl e WeaverBird. Il numero dei partecipanti è fissato a un massimo di 20 per offrire un tutoraggio proficuo ed una effettiva esperienza di learning ad ogni iscritto.
[.] Temi:
teoria
. complessità, emergence, effetti di campo (field behaviour), sensibilità, efficienza multiperformance
tecnica
. dati:gestione e manipolazione avanzata del data tree, streaming e visualizzazione; transizione, blending e modulazione delle geometrie; generazione e controllo multiperformance di popolazioni di componenti; attrattori, drivers e tecniche di modulazione avanzate; uso delle mesh con WeaverBird; ottimizzazione con Galapagos
[.] Dettagli :
Tutors: Alessio Erioli + Andrea Graziano – Co-de-iT
Si richiede esperienza di base nella modellazione in Rhino (equivalente a Rhino training Level 1, il Level 2 è gradito – la documentazione per il training è disponibile gratuitamente all’indirizzo: http://download.rhino3d.com/download.asp?id=Rhino4Training&language=it) e nell’uso di Grasshopper (la suddivisione di una superficie NURBS in componenti tramite isotrim è data come base assodata)
. luogo:
IreCoop – via Vasco De Gama 27 _ Firenze
. durata:
25-27 febbraio 2010 – 3 giornate consecutive _ orario 9:00 – 18:00
. costo:
professionisti – 450.00 € studenti – 280.00 €
. note:
scadenza iscrizioni: 20 febbraio 2010 il corso sarà attivato con un numero minimo di 15 iscritti al termine sarà rilasciato un attestato di frequenza gli iscritti dovrano venire muniti dei propri laptop con software installato. una versione free per 30 giorni è disponibile sul sito www.rhino3d.com
. contatti:
iscrizioni + info alloggi: www.irecooptoscana.it (Cosa offriamo > formazione > altri corsi)
info sul corso: info@co-de-it.com…
eather data so it cannot be easily compared to Archsim. My account of the differences between Honeybee and Archsim will be far from complete but here are the key ones that I am aware of:
1) This difference is a bit of a superficial one but points to a deeper thinking about how the software should be used. Honeybee has many more components than Archsim, which means that Honeybee has a steeper learning curve than Archsim and will take longer to master. Along with this, you may also encounter a general mentality in the Honeybee community that "you should not be running a certain type of simulation unless you know how it works" whereas I know that Archsim is a bit more amenable to making things fast and easy to set up even when you are not sure what is going on under the hood. However, as a result of the large number of components in Honeybee, it is more open-ended, customizable, and includes more freedom in terms of cases that you can run and the parameters of the energy simulation that you can change than Archsim. You will also notice that, while there is a general ethos in the Honeybee community that you should not be running certain simulations unless you know what you are doing, we try to provide you with many resources to educate yourself if you are motivated. For example, we have long component descriptions that we assemble into documentation books like this (https://www.gitbook.com/book/mostapharoudsari/honeybee-primer/details), hours of video tutorial playlist like this one (https://www.youtube.com/playlist?list=PLruLh1AdY-SgW4uDtNSMLeiUmA8YXEHT_), and many GH example files on a github-based file sharing system (https://hydrashare.github.io/hydra/index.html). Not to mention a community of people who would respond to discussions like this one.
2) Archsim as a standalone application will soon be no more and will be instead distributed with the DIVA daylight analysis tool (http://diva4rhino.com/). While I am unclear on the exact trajectory of DIVA, it currently has a price tag attached to it and so I would assume that the future of Archsim will also carry this price tag. On the other hand, Honeybee and any derivative software will forever be free and open source under the GPL licence (https://github.com/mostaphaRoudsari/Honeybee/blob/master/License_Honeybee_GPL.txt).
3) This third point is a bit of a reiteration of the last one but Honeybee is open source, meaning that, if you need a feature of EnergyPlus that is not yet implemented on either interface, you can usually add it in yourself with a few lines of python code in Honeybee. This type of workflow is not possible with Archsim since it is closed source and requires you to use EnergyPlus's text editor interface after Archsim has exported an IDF in order to implement any additional EnerygPlus features.
4) The libraries and templates for Honeybee come from OpenStudio - the open source interface for EnergyPlus (https://www.openstudio.net/), which is supported by the US Department of Energy (just like EnergyPlus). Since Honeybee is open source, it is able to make use of the large database of building type schedules/loads and constructions that have been assembled by the OpenStudio team over the last several years as well as OpenStudio's SDK. I can also say that almost all of the development efforts of the Honeybee team are now focused now on integrating efforts with OpenStudio, including an exporter from Honeybee to OpenStudio that should be fully functional for the next stable release. I am not certain of the current extent of Archsim's libraries but, last I had checked, the creator was pulling them from his own experience and, as such, only had a few libraries to choose from. For all of my knowledge, through, this may be changing with the integration of Archsim with DIVA.
Let me know if this is helpful and, if anyone has more up-to-date knowledge on Archsim than I, please post there.
-Chris…
er). With the command "End Bulge" I noticed that G2 moves perpendicular to G1! But with an increase which is not equal... and is different, every time, depending on the angle between G0 and G1 and G2. How do I predict the position of G2 compared to G1 simulating the "End Bulge" command? Thank you for your professional answers.
^___^
Below you can see an example with a curve crimson ... If I move G1 of 1 unit G2 moves of 0.42 units (perpendicular) .. If I move of 2 units the next step is 0.46 unit... 3 units --> step 0,50 units... etc.
And each time changes depending on the initial conditions (G0/G1/G2 angle).
…
Added by Lucius Santo at 4:21pm on September 20, 2012