[WIP] TARI - Development Proposal

Page 1

Lorem ipsum dolor sit amet, consectetur adipiscing elit, sed do eiusmod tempor incididunt ut labore et dolore magna aliqua. Ut enim ad minim veniam, quis nostrud exercitation ullamco laboris nisi ut aliquip ex ea commodo consequat. Duis aute irure dolor in reprehenderit in voluptate velit esse cillum dolore eu fugiat nulla pariatur. Excepteur sint occaecat cupidatat non proident, sunt in culpa qui officia deserunt mollit anim id est laborum. Sed ut perspiciatis unde omnis iste natus error sit voluptatem accusantium doloremque laudantium, totam rem aperiam, eaque ipsa quae ab illo inventore veritatis et quasi architecto beatae vitae dicta sunt explicabo. Nemo enim ipsam voluptatem quia voluptas sit aspernatur aut odit aut fugit, sed quia consequuntur magni dolores eos qui ratione voluptatem sequi nesciunt.

Lorem ipsum dolor sit amet, consectetur adipiscing elit, sed do eiusmod tempor incididunt ut labore et dolore magna aliqua. Ut enim ad minim veniam, quis nostrud exercitation ullamco laboris nisi ut aliquip

TARI |BArch Y3S1 | USYD 2023 T A R I TARI |BArch Y3S1 | USYD 2023
UNIT COORDINATOR Eduardo de Oliveria Barata STUDIO TUTOR Dr Dagmar Reinhardt
TARI |BArch Y3S1 | USYD 2023 TARI |BArch Y3S1 | USYD 2023 GF FF 1. Interactive Learning Classrooms 23. Group Study Space 5. Kitchen and Food Preperation 27. Fabrication Workshop Space 9. Stairs and Service Unit 31. Meeting Room 13. Human-Scale Robotics Bays17. Bathrooms 21. Quiet Study Space 2. Debate Room 24. VIP Seating 6. Lunch Cafe 28. 3D Printing and Laser Cutting 10. Staged Seating 14. Kitchen Unit 18. Micro-Robotics Workshop22. Kitchen and Recreation 3. Stairs and Storage 25. Viewing/Maintenence Platform 7. Bar and Diner 29. Private Workspaces 11. Stage 15. Exhibition Entrance 19. Co-Working Space 4. Bathrooms Male and Female 26. Wood and Metal Fabrication 8. Outdoor Seating and Recreation 30. Personal Offices 12. 3D Tracking Robotics 16. Computing Space 20. Bathrooms Male and Female 1 2 10 11 12 19 20 21 23 13 14 15 18 17 16 3 23 24 25 26 27 28 8 1 2A 1A 1B 1C 2C 20 SCALE BAR 1:200 @ A0 (metres) 5 40 10
TARI |BArch Y3S1 | USYD 2023 TARI |BArch Y3S1 | USYD 2023

WORK IN PROGRESS RENDER

The symposium at TARI, is a building within the development dedicated to research, production, and education of emerging technology, serving as a showcase of technological excellence. This exhibition and presentation space brings together cutting-edge innovations, breakthrough research, and visionary ideas, providing a platform for experts, researchers, and enthusiasts to share knowledge and inspire the advancement of technology. With its state-of-the-art facilities and interactive displays, the symposium at TARI cultivates an environment that fuels creativity, collaboration, and pushes the boundaries of what is possible in the ever-evolving world of technology. Boasting the orange of Sydney of University, the Sypnosium serves as a first point of contact of what will become commonplace in the near future.

TARI |BArch Y3S1 | USYD 2023 TARI |BArch Y3S1 | USYD 2023 HYPERBOLIC PARAPALOID - PROOF IN X AND Y Parabola in Y-Plane Hyperbola in HYPERBOLIC PARAPALOID PROOF IN X AND Y HYPERBOLIC PARAPALOID - PROOF IN X AND Y HYPERBOLIC PARAPALOID - PROOF IN X AND Y DOUBLY CURVED SURFACE - PARABOLA INTERSECTION DOUBLY CURVED SURFACE PARABOLA INTERSECTION DOUBLY CURVED SURFACE PARABOLA INTERSECTION DOUBLY CURVED SURFACE PARABOLA INTERSECTION STRUCTURAL SYSTEM ANALYSIS a. Two-Way Spanning Grid Shell: Primary Element STRUCTURAL SYSTEM ANALYSIS a. Cross-Bracing Convergence Resolution: Secondary Element STRUCTURAL SYSTEM ANALYSIS a. Two-Way Spanning Grid Shell: Primary Element STRUCTURAL SYSTEM ANALYSIS a. Cross-Bracing Convergence Resolution: Secondary Element STRUCTURAL SYSTEM ANALYSIS a. Two-Way Spanning Grid Shell: Primary Element STRUCTURAL SYSTEM ANALYSIS a. Cross-Bracing Convergence Resolution: Secondary Element STRUCTURAL SYSTEM ANALYSIS a. Two-Way Spanning Grid Shell: Primary Element STRUCTURAL SYSTEM ANALYSIS a. Cross-Bracing Convergence Resolution: Secondary Element Compression in Arching Tension in Hanging Members C C R R C C T T R R R R R = Compression ‘Arched’ Member R = Resultant Forces T = Tension ‘Hanging’ Members T R = Resultant Vector to Edge Member R C = Compression ‘Arched’ Member R = Resultant Forces T = Tension ‘Hanging’ Members T R = Resultant Vector to Edge Member R C = Compression ‘Arched’ Member R = Resultant Forces T = Tension ‘Hanging’ Members T R = Resultant Vector to Edge Member R Edge Member of Gridshell Self-Weigt & Cladding UDL Compression in Arching Tension in Hanging Members Edge Member of Gridshell Self-Weigt & Cladding UDL Compression in Arching Tension in Hanging Members Edge Member of Gridshell Self-Weigt & Cladding UDL Compression in Arching Tension in Hanging Members Edge Member of Gridshell Self-Weigt & Cladding UDL Parabola in Y-Plane Hyperbola in Parabola in Y-Plane Hyperbola in Parabola in Y-Plane Hyperbola in R R Termination Diagram + Increasing Compressive Force To Resistant Footing Termination Diagram + Increasing Compressive Force To Resistant Footing Termination Diagram + Increasing Compressive Force To Resistant Footing Termination Diagram + Increasing Compressive Force To Resistant Footing

WORK IN PROGRESS RENDER

The Computing Research and Development Pavilion, an essential component of TARI’s four-building scheme, is a dynamic co-shared workspace focused on driving innovative research in the realm of computing. This pavilion brings together passionate researchers and technologists, providing a collaborative environment where ideas flourish and cutting-edge technologies are developed. With its emphasis on shared resources, collaborative projects, and a vibrant community, the pavilion cultivates an atmosphere of knowledge exchange, fostering breakthroughs and advancements in the field of computing.

TARI |BArch Y3S1 | USYD 2023 TARI |BArch Y3S1 | USYD 2023 HYPERBOLIC PARAPALOID - PROOF IN X AND Y Parabola in Y-Plane Hyperbola in HYPERBOLIC PARAPALOID - PROOF IN X AND Y HYPERBOLIC PARAPALOID - PROOF IN X AND Y HYPERBOLIC PARAPALOID DOUBLY CURVED SURFACE - PARABOLA INTERSECTION DOUBLY CURVED SURFACE PARABOLA INTERSECTION DOUBLY CURVED SURFACE - PARABOLA INTERSECTION DOUBLY CURVED SURFACE STRUCTURAL SYSTEM ANALYSIS a. Two-Way Spanning Grid Shell: Primary Element STRUCTURAL SYSTEM ANALYSIS a. Cross-Bracing Convergence Resolution: Secondary Element STRUCTURAL SYSTEM ANALYSIS a. Two-Way Spanning Grid Shell: Primary Element STRUCTURAL SYSTEM ANALYSIS a. Cross-Bracing Convergence Resolution: Secondary Element STRUCTURAL SYSTEM ANALYSIS a. Two-Way Spanning Grid Shell: Primary Element STRUCTURAL SYSTEM ANALYSIS a. Cross-Bracing Convergence Resolution: Secondary Element STRUCTURAL SYSTEM a. Two-Way Spanning Grid STRUCTURAL SYSTEM a. Cross-Bracing Convergence Compression in Arching Tension in Hanging Members C T R C C T T T R R R R R = Compression ‘Arched’ Member R = Resultant Forces T = Tension ‘Hanging’ Members T R = Resultant Vector to Edge Member R C = Compression ‘Arched’ Member R = Resultant Forces T = Tension ‘Hanging’ Members T R = Resultant Vector to Edge Member R C = Compression ‘Arched’ Member R = Resultant Forces T = Tension ‘Hanging’ Members T R = Resultant Vector to Edge Member R Edge Member of Gridshell Self-Weigt & Cladding UDL Compression in Arching Tension in Hanging Members Edge Member of Gridshell Self-Weigt & Cladding UDL Compression in Arching Tension in Hanging Members Edge Member of Gridshell Self-Weigt & Cladding UDL Compression in Arching Tension in Hanging Parabola in Y-Plane Hyperbola in Parabola in Y-Plane Hyperbola in Parabola Hyperbola R Termination Diagram + Increasing Compressive Force To Resistant Footing Termination Diagram + Increasing Compressive Force To Resistant Footing Termination Diagram + Increasing Compressive Force To Resistant Footing Termination Diagram

WORK IN PROGRESS RENDER

Interactive learning spaces superceed the four walls of traditional classrooms as they foster active engagement and collaboration among students. By incorporating technology, hands-on activities, and interactive tools, these spaces promote critical thinking, problem-solving, and creativity, allowing learners to develop essential skills for the modern world. Open wall classrooms with permutable panels further enhances the learning experience, these adaptable environments allow for flexible configurations, enabling students to collaborate in small groups, engage in discussions, and seamlessly transition between individual and group work. The addition of a commercial suite presents leasing opporunties, as well as retention of student time spent at the campus.

TARI |BArch Y3S1 | USYD 2023 TARI |BArch Y3S1 | USYD 2023 HYPERBOLIC PARAPALOID - PROOF IN X AND Y Parabola in Y-Plane Hyperbola in HYPERBOLIC PARAPALOID - PROOF IN X AND Y HYPERBOLIC DOUBLY CURVED SURFACE - PARABOLA INTERSECTION DOUBLY CURVED SURFACE PARABOLA INTERSECTION DOUBLY CURVED STRUCTURAL SYSTEM ANALYSIS a. Two-Way Spanning Grid Shell: Primary Element STRUCTURAL SYSTEM ANALYSIS a. Cross-Bracing Convergence Resolution: Secondary Element STRUCTURAL SYSTEM ANALYSIS a. Two-Way Spanning Grid Shell: Primary Element STRUCTURAL SYSTEM ANALYSIS a. Cross-Bracing Convergence Resolution: Secondary Element STRUCTURAL a. Two-Way Spanning STRUCTURAL a. Cross-Bracing Compression in Arching Tension in Hanging Members C T R C C T R R R R = Compression ‘Arched’ Member R = Resultant Forces T = Tension ‘Hanging’ Members T R = Resultant Vector to Edge Member R C = Compression ‘Arched’ Member R = Resultant Forces T = Tension ‘Hanging’ Members T R = Resultant Vector to Edge Member R C = Compression T = Tension T R = Resultant R Edge Member of Gridshell Self-Weigt & Cladding UDL Compression in Arching Tension in Hanging Members Edge Member of Gridshell Self-Weigt & Cladding UDL Parabola in Y-Plane Hyperbola in R Termination Diagram + Increasing Compressive Force To Resistant Footing Termination Diagram + Increasing Compressive Force To Resistant Footing Termination

WORK IN PROGRESS RENDER

WORK IN PROGRESS AXONOMETRIC

The Robotics and Advanced Manufacturing Lab at TARI embodies the seamless integration of education, research, and production. This cutting-edge facility serves as a nexus for innovation, where researchers, educators, and industry professionals collaborate to explore the frontiers of robotics and advanced manufacturing. With its advanced equipment, including nano, human-scale, and large 3D tracking and scanning robotics, the lab enables the development of groundbreaking technologies and the exploration of novel applications. This convergence of expertise and resources fosters a holistic environment where education inspires research, research drives production, and the boundaries of robotics and advanced manufacturing are continuously pushed, propelling technological progress forward.

TARI |BArch Y3S1 | USYD 2023 TARI |BArch Y3S1 | USYD 2023 PARAPALOID PROOF IN X AND Y Parabola in Y-Plane Hyperbola in HYPERBOLIC PARAPALOID PROOF IN X AND Y HYPERBOLIC PARAPALOID - PROOF IN X AND Y HYPERBOLIC PARAPALOID - PROOF IN X AND Y SURFACE PARABOLA INTERSECTION DOUBLY CURVED SURFACE PARABOLA INTERSECTION DOUBLY CURVED SURFACE PARABOLA INTERSECTION DOUBLY CURVED SURFACE PARABOLA INTERSECTION SYSTEM ANALYSIS Spanning Grid Shell: Primary Element SYSTEM ANALYSIS Convergence Resolution: Secondary Element STRUCTURAL SYSTEM ANALYSIS a. Two-Way Spanning Grid Shell: Primary Element STRUCTURAL SYSTEM ANALYSIS a. Cross-Bracing Convergence Resolution: Secondary Element STRUCTURAL SYSTEM ANALYSIS a. Two-Way Spanning Grid Shell: Primary Element STRUCTURAL SYSTEM ANALYSIS a. Cross-Bracing Convergence Resolution: Secondary Element STRUCTURAL SYSTEM ANALYSIS a. Two-Way Spanning Grid Shell: Primary Element STRUCTURAL SYSTEM ANALYSIS a. Cross-Bracing Convergence Resolution: Secondary Element Arching Members R C C T T R R R R R ‘Arched’ Member R = Resultant Forces ‘Hanging’ Members Vector to Edge Member C = Compression ‘Arched’ Member R = Resultant Forces T = Tension ‘Hanging’ Members T R = Resultant Vector to Edge Member R C = Compression ‘Arched’ Member R = Resultant Forces T = Tension ‘Hanging’ Members T R = Resultant Vector to Edge Member R Edge Member of Gridshell Self-Weigt & Cladding UDL Compression in Arching Tension in Hanging Members Edge Member of Gridshell Self-Weigt & Cladding UDL Compression in Arching Tension in Hanging Members Edge Member of Gridshell Self-Weigt & Cladding UDL Compression in Arching Tension in Hanging Members Edge Member of Gridshell Self-Weigt Cladding UDL Parabola in Y-Plane Hyperbola in Parabola in Y-Plane Hyperbola in Parabola in Y-Plane Hyperbola in R R + Increasing Compressive Force To Resistant Footing Termination Diagram + Increasing Compressive Force To Resistant Footing Termination Diagram + Increasing Compressive Force To Resistant Footing Termination Diagram + Increasing Compressive Force To Resistant Footing

Turn static files into dynamic content formats.

Create a flipbook
Issuu converts static files into: digital portfolios, online yearbooks, online catalogs, digital photo albums and more. Sign up and create your flipbook.