ectural project, the efficiency of design communication and the control of information-flow are as important as the creativity of ideas. In response to the concurrent digital evolution emerging in the architectural industry world-wide, the Faculty of Architecture at The University of Hong Kong will host a two week intensive summer program named Digital Practice.Led by professors from The University of Hong Kong, as well as invited practitioners with expertise in practice of cutting edge digital techniques, the program offers participants opportunities to experience applications of computational tools during different stages of an architectural project, i.e. concept design, form finding and optimization, delivery, management and communication of design information under the team-based working environment. By learning advanced computational techniques through case studies in the context of Hong Kong, participants are expected to go beyond the conventional perception of technology, considering users and tools as a feedback-based entity instead of a dichotomy. The program, which is taught in English, includes a series of evening lectures related delivered by teaching staff and invited local architects.對於高品質的建築專案,創意之外,專案過程中高效的設計資訊管理和交流成為項目設計深化和實施必不可少的環節。今天,數字化技術不但改變了建築師的繪圖工具,影響了設計的過程,而且提供了工程建造和管理實施的更有效、更高效的手段。針對建築的數位化演進,香港大學建築學院將於2011年暑假期間,在香港大學建築學院舉辦“數位化實踐”國際研習班。在香港大學建築學院教授及有著相關豐富經驗的外聘實踐建築師的指導下,學員將有機會體驗在專案的不同階段(如概念設計、設計形式的生成、優化,設計資訊的管理和交流),如何有效地應用各種運算智慧化技術(從設計的數位化生成和建築資訊類比到物理模型),提升設計實施的品質,增加設計團隊對於方案的控制。我們將挑戰對於“技術”的傳統認知,即相對於使用者它不僅是工具,更是與使用者互動的媒介,二者形成一個有機的合體。研習班期間會安排系列講座,展現數位化技術在實踐工程中的廣泛應用。…
lysis, and large-scale prototyping techniques. The research generated at Summer DLAB has been published in international media and peer-reviewed conference papers.
AA Summer DLAB investigates on the correlations between form, material, and structure through the rigorous implementation of computational methods for design, analysis, and fabrication, coupled with analog modes of physical experimentation. Each cycle of the programme devises custom-made architectural processes through the creation of novel associations between conventional and contemporary design and fabrication techniques. The research culminates in the design and fabrication of a one-to-one scale prototype realized by robotic fabrication techniques.
Prominent Features of the programme:
Teaching team: Summer DLAB tutors are selected from recent graduates / current tutors at the AA and the small student ratio (5:1) allows for personalized tutorials and debates.
Facilities: AA Digital Prototyping Lab (DPL) offers laser cutting, CNC milling, and 3d printing facilities, and 2 KUKA robotic arms.
Computational skills: The toolset of Summer DLAB includes but is not limited to Rhinoceros, Grasshopper and various computational analysis tools.
Theoretical understanding: The dissemination of fundamental design techniques and relevant critical thinking methodologies through theoretical sessions and seminars forms one of the major goals of Summer DLAB.
Professional awareness: Participants ranging from 2nd year students to PhD candidates and full-time professionals experience a highly-focused collaborative educational model which promotes research-based design and making.
Robotic Fabrication: Scaled working models are produced via advanced digital machining tools each year, followed by the fabrication of 1:1 scale prototypes with the use of KUKA KR60 and KR30 robots.
Lecture series: Taking advantage of its unique location, London, Summer DLAB creates a vibrant atmosphere with its intense lecture programme.
Eligibility: The workshop is open to architecture and design students and professionals worldwide.
Accreditation: Participants gain 1 Year AA Visiting Membership and are awarded AA Certificate of Attendance at the successful completion of AA Summer DLAB.
Applications: The AA Visiting School requires a fee of £1950 per participant, which includes a £60 Visiting Membership fee. Discount options for groups are available. Please contact the AA Visiting School Coordinator for more details.
The deadline for applications is 08 July 2019. No portfolio or CV, only requirement is the online application form and fees. The online application can be reached from:
https://www.aaschool.ac.uk/STUDY/ONLINEAPPLICATION/visitingApplication.php?schoolID=603
For inquiries, please contact:
elif.erdine@aaschool.ac.uk (Programme Head)
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Added by elif erdine at 10:16am on February 19, 2019
) Course Fee: Professional EUR 825,- (+VAT), Student EUR 415,- (+VAT)
Led by plug-in developer and structural engineer Clemens Preisinger, along with Zeynep Aksoz and Matthew Tam from the expert Karamba3D team, this three-day workshop will focus on methods of setting up structural systems in the parametric environment of Grasshopper. The participants will be guided through the basics of analyzing and interpreting structural models, to optimization 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. For beginner users of Rhino and Grasshopper, there will be an optional introductory course one day before the Karamba3D course.
Karamba3D 1is a parametric structural engineering tool which provides accurate analysis of spatial trusses, frames, and shells. Karamba3D is fully embedded in the parametric design environment of Grasshopper, a plug-in for the 3D modeling tool Rhinoceros. This makes it easy to combine parameterized geometric models, finite element calculations, and optimization algorithms like Galapagos.
Course Outline
Introduction and 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 Karamba3D and visualizing results
Complex workflow processes in Rhino, Grasshopper, and Karamba3D
Places are limited to a maximum of 10 participants with limited educational places. A minimum of 4 participants is required for the workshop to take place. The workshop will be canceled if this quota is not filled by October 28. The workshop will be taught in English.
Course Requirements
Basic Rhino and Grasshopper knowledge is recommended. An introductory course is offered.
No knowledge of Karamba3D is needed. Participants should bring their own laptops with Grasshopper and either Rhino 5 or Rhino 6 installed. You can download a 90-day trial version of Rhino. Karamba3D ½ year licenses for non-commercial use will be provided to all participants.
Please register here……
Added by Matthew Tam at 6:38am on September 13, 2019
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)!
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