Jinjing yu portfolio by JINJING YU

ARCHITECTURE HUMANITY ENVIRONMENT

Architecture

Portfolio JINJING YU

ARCHITECTURAL ASSOCIATION

CONTENTS 01

THESIS: aerodynamic miclolimate

02 03 04 05 06 07 08

CORE STUDIO I : flow paths

ArchTriumph_Triumph_Pavilion_2014

desing & build: carbon_CURVE ARCHITECTURAL EVOLUTION NATURALized ARCHITECTURE URBAN CONDITIONERS CIRCULAR PATTEN EMPLOYMENT

MAD Architects [intern] Aedas (Shanghai) [Assistant Architect]

“I certify that this piece of work is entirely my/OUR own and that any quotation or paraphrase from the published or unpublished work of others is duly acknowledged.”

AERODYNAMIC MIRCOCLIMATE THESIS: Active Material Systems with Advanced Fabrication, MArch_Emtech,AA Totur: Michael Weinstock Team: Jinjing Yu, Prajish Vinayak Time: May.2013-Jan.2014 Fabrication Process(scale:1:5), Realtime Actuation and Global System Simulation https://vimeo.com/85401167 A manifesto into the research of modular construction techniques in a mid rise construction and control of Heterogeneous interior microclimate in a multiprogram based mid-rise construction typology through a control based Dynamic material system. Human comfort is in primary consideration of performance-oriented architetural design. In the case of human comfort, continuous change of natural and man-made external parameters at different scales creates the necessity of dynamic response. Being designed for generating solutions, air conditioning systems controlling isolated inner spaces were a significant method until today. In light of conducted methods and techniques such as optimization through computational fluid dynamics, natural ventilation rate calculations, this dissertation suggests wind-induced cross ventilation as better alternative in manipulating interior microclimates in response to occupancy fluxes. The argument presented here investigates an envelope generated through evolutionary form-finding and is overlaid with an hybrid dynamic component system which together delivers a holistic performance driven architecture.

MATERIAL CALIBRATION_TIME & CURRENT RELATIONSHIP 25

4/4 Circle 3/4 Circle 1/2 Circle

Time/ S

1/2 Circle

Ampere: 2A; Time:19.8s Pt(11.0, 9.0)

Ampere: 4A; Time:5.4s Pt(11.0, 9.0)

15 10 5 0

3/4 Circle

Ampere: 2A; Time:21.1s Pt(5.0, 9.2)

Curvature Propotion %

Electric Current/A

Ampere: 4A; Time: 6.8s Pt(5.0, 9.2)

125

4/4 Circle 3/4 Circle 1/2 Circle Propotion

100 75 0.582

0.525

0.436

25 0 OS BS P

OS BS P

(OS: SMA Original Shape; BS: Bending Shape; P= BS/ Ampere: 2A; Time:24.0s Ampere: 4A; Time: 5.2s OS) Pt(1.0, 9.0) Pt(1.0, 9.0) MATERIAL:4 PIECES OF SMA WIRES; 4 mm PLYWOOD WITH SAME PATTERN DIMENSION SMA = Φ 0.8 mm; LENGTH=15 cm; PLYWOOD= 5 cm* 15 cm

4/4 Circle

CONCLUTION: 1_THE TIME OF SHAPE CHANGE REDUCED AS THE INCREASE OF AMPERE 2_LOSING CURVATURE AROUND HALF OF ORIGINAL SHAPE

This studies was to understand the material properties in relation to the bending capability of plywood when composite with SMA wires and the way to change the Young’s Modulus through the cut patterns on the plywood. it was concluded that if the thickness of the plywood increased, more SMA wires were needed for the actuation or more dense cut patterns were in need for the plywood to bend to the desired curvature.

YOUNGS MODULUS OF WOOD (Gpa)

MATERIAL CALIBRATION_BENDING STIFFNESS & ALLOY NUMBER TEST 12

1.5mm 4 mm 8 mm

10 8

Disp DY (mm)

6 4 2 0

NUMBER OF CUTS ON WOOD

15cm

Ampere: 3A

Ampere: 3A Voltage: 2.5V

Voltage: 2.7V

0.2570 mm Cut Density: 20 Young’s Modulus: 0.08Gpa

Ampere: 3A Voltage: 2.8V

TENSILE DISPLACEMENT IN 1.5 PLYWOOD WITH PATTERN

5cm

Cut Density: 10 Young’s Modulus: 0.34Gpa

5cm

5cm Cut Density: 0 Young’s Modulus: 10.50Gpa

15cm

Cut Density: 25 Young’s Modulus: 0.04Gpa

Ampere: 3A Voltage: 2.6V

STRUCTURAL SIMULATION OF VARIOUS TESSELLATION

Displacement

Axial Force

Shear Stress

Displacement

Axial Force

Shear Stress

Displacement

Axial Force

Shear Stress

Displacement

TRIANGLE SURFACE Displacement[z]: 0.0025m to -0.015m Axial Force [Fx]: 30,000N to -70,000N Shear Force[Fz]: 300N to-300N

Shear Stress

Axial Force

QUALRANGLE SURFACE Displacement[z]: 0.02m to -0.05m Axial Force [Fx]: 0 to -45,000N Shear Force[Fz]: 1000N to -1000N

HEXAGON SURFACE Displacement[z]: 0.08m to -0.08m Axial Force [Fx]: 0 to -90,000N Shear Force[Fz]: 5000N to -3000N

WOOD GRAIN_AXIAL FORCE AND DEPTH

a c

AXAIL FORCE DATA ON PLATES

b pt(a) pt(b) pt(c)

REMAP THE DATA INTO A DESIRDED RANGE

VARIATION DEPTH

ADAPTIVE SYSTEM ELEMENTS_COMPONENT

COMPONENT DIFFERENTIATION_PAVILION

COMPONENT MORPHYOLOGIES DIFFERENTIATION_MID-RISE

The wind speed can be controlled to decrease to a comfortable level through the different size of openings on the inlet and outlet on the component to create a small wind tunnel to decelerate the wind. Accordingly, at the components level, three parts were designed to contribute a controlled adaptive system to decelerate the wind speed and control the air exchange amount at the same time.

ONE COMPONENT LAYERS

SECTION OF THE COMPONETNT AND WIND SPEED 3X

VELOCITY (m/s)

INLET

STATIC PART

OUTLET (A2)

PLATES (STRUCTURE)

DYNAMIC COMPONENT INLET SIZE RANGE 300 mm - 600 mm

3. A1= A2

SILICA INSULATION SLEEVES SHAPE MEMORY ALLOY (SMA)

FLAPS (PLYWOOD WITH PATTERN)

DYNAMIC PART

INLET (A1)

DIGITAL FABRICATION_ELEMENTS DRAWING

STRUCTURAL PLATES

STRUCTURAL PLATES & INLET/ OUTLET PLATES

JOINTS OF STRUCTURAL PLATES

JOINTS OF STRUCTURAL PLATES & INLET/ OUTLET PLATES

INLET PLATES

JOINTS OF INLET PLATES

OUTLET PLATES

JOINTS OF OUTLET PLATES

TIME SCALE Laser cutter: 2 days,16 hours Assembly: 2days,16 hours(inculding 4 hours’ paint) SMA Assembly: 3days,24 hours MODEL SCALE 1:2.5

ADAPTIVE SYSTEM ELEMENTS & CONTROL LOGIC

OFFICE

RECEPTION

receive

analyze & decide

act

The computational control system made the adaptive capacity of the system intelligent in terms of decision- making over the physical principles of natural ventilation. The capacity of multiple stimuli sense and evaluation through fuzzy logic enhance the reaction of the dynamic component system.The required amount of openings were located in maximum positive pressure (inlet) and negative pressure (outlet) zones. By temperature and humidity sensors, the heterogeneous demand of microclimatic values are set. The system was sophisticated by the selection flexibility of openings by pressure sensors on them. If the level of humidity or temperature did not returned to the comfortable range after 300 seconds, the cluster of petals with the next highest wind pressure level will be opened until the inside environment gets back to the desired the state. Reversely, the cluster of petals will be closed one by one following the same logic if the real environment level is below the desired range. The central processor of the system is an Arduino Uno board which works under a 5V voltage. The processor board will read the change of electric potential every 5 seconds and turn on and off the actuation circuit accordingly. A transistor will also be used in the system due to the high voltage requirement for the shape memory alloy clusters.

ART GALLE

ERY

SENSING pressure sensor temperature sensor humidity sensor

CONTROL

closed state 0

open state 1

ENERGY 800 Joules / component

ACTUATION VOLTAGE: 15 v FOR EACH COMPONENTS CURRENT: 3.2 aMPERE FOR EACH COMPONENTS ACTUTION TIME FOR OPENING: 20 SECONDS aCTUATION TIME FOR CLOSING: 20 SECONDS

EVALUTIONARY PROCESS_FORM-FINDING P7: 189

P7: 197

P7: 202

Turbulence energy: 5.7J/kg

Turbulence energy: 6.42J/kg

Turbulence energy: 4.92J/kg

Pressure: 139724.4pa Solar exposure: 153054 Wh/m2 Displacement: 103.5cm

Pressure: 140152.2pa Solar exposure: 151756.4Wh/m2 Displacement: 89.2cm

Pressure: 139814.0pa Solar exposure: 151573.1 Wh/m2 Displacement: 79.5cm VELOCITY(m/s) PRESURE(pa)

FITNESS CRITERION TO BE MAXIMIZED SOLAR EXPOSURE(SE) PRESSURE+DISPLACEMENT(P+D) SE/(P+D) P1

70 60 50 40 30 20 10 0 1

101

106

111

116

121

126

131

136

141

146

151

156

161

166

171

176

Fitness Graph

181

186

191

196

201

206

Individuals

STRUCTURE DEVELOPMENT STRECTURE DEVELOPMENT_THICKNESS & DEPTH lowest depth

Max Axial Force Bucking Load 3L:-83.2KN

Wind Pressure

48KN

4L:-155.5KN 89KN Self-weight

Cell differentiation CURVATURE

Res.dis [cm]

5L:-253.5KN 115KN 6L:-359.8KN 164KN

SCALE

7L:-401.6KN 216KN

3-7 Layers 5-9 Layers 7-11 Layers

Axial Force

3-7Layers Max Dis: 16.72cm

highest depth Depth Range: 0.62-1.52m lowest depth

Max Axial Force 4L:-88.2KN

3.86e+00 4.84e+00 6.16e+00 7.49e+00 9.81e+00 1.11e+01 1.18e+01 1.24e+01 1.31e+01 1.44e+01 1.53e+01

Bucking Load 89KN

6L:-162.5KN 164KN Surface Mean Curavature

0.10

0.15

0.20

Res.dis [cm]

Gardensâ&#x20AC;&#x2122; Location

8L:-251.5KN 270KN 10L:-335.3KN 337KN

0.25

12L:-412.8KN 424KN highest depth

4-12 Layers

Axial Force

LOOP

Depth Range: 0.62-1.53m

4-12Layers Max Dis: 13.76cm

3.86e+00 4.84e+00 6.16e+00 7.49e+00 8.15e+00 9.81e+00 1.07e+00 1.11e+01 1.18e+01 1.24e+01 1.31e+01

EVOLUTIONARY

ARCHITECTURE

Evolutionary method of manipulating the building envelope pressure distribution, turbulent kinetic energy and volume interrelations for a family of building geometries were investigated. Through election/ selection process, more inherently sustainable systems emerged. For this purpose computational fluid dynamics (CFD) was utilized to model the aerodynamics of each phenome. The initial step taken was the generation of global form. The experiments displays two forms of emergence which are development of a single cell, the phenotype and the evolution of phenotypes by mutation and natural selection. The main intention of the process is to examine emerging systems from nature as a design process tool for reaching forms that are complexly developed to serve a developmental generation in guide of fitness criteria. The performance analysis was conducted where feedback informations of selected genes looped back. The process of fit individual selections produced the higher efficiency in fitness ratio.

DIGITAL FABRICATION_DRAWING

TIME SCALE CNC Milling & Laser cutter: 2 days,16 hours Assembly: 2days,16 hours(inculding steel welding) SMA Assembly: 3days,24 hours MODEL SCALE 1:5

COMPONENT MORPHYOLOGIES The concept of the component morphyologies was based on the laws of Venturi and its only purpose was to reduce the exterior wind speeds to ambient Interior wind speeds of 2ms-1. It was found that the shape of the truncated funnel performed most efficiently. We developed the wind profile for a dense urban Fabric and different morphyologies for the component to reduce different wind speeds for different functions based on air changes requirement.

JOINERY DETAILS & GLOBAL SCALE ASSEMBLY LOGIC

4. SAME PROCESS GLOBAL SYSTEM

4. 2ND FLOOR

3. 1ST FLOOR

2. LANDSCAPE

1. PUBLIC SPACES

EXPLODED VIEW OF THE BEAM AND CONNECTION DETAIL

COMPONENT BEAM CONNECTIONS

MAIN BEAM & COMPONENT

MAIN & SUB BEAM CONNECTION

The component are fabricated using robotic CNC milling as discussed above. The diagram shows the various steel Joinery details adopted in the design of the whole building. The connection details between the different beams at the component scale to the details between the component to the main beam and the secondary beams are discussed in the diagrams illustrated above.

GLOBALSCALE DYNAIMIC COMPONENT SIMULATION Global form simulation showing the different control logics, how more patches actuate as the humidity and temperature increases with the number of people and the actuation depending on the position of people in different programmatic space in one floor.

One situation of inlet and outlet dynamic components based on different numbers of people in different functions WOOD FRAME ADAPTING THE LANDSCAPE

OUTLET INLET

VARIATION DEPTH

RENDER THROUGH THE CORE SHOWING THE COMPONENT DETAIL

Placement: Special Triumph Mention Registration Number: 1000002053 Project: Triumph Pavilion 2014_Dream Pavilion Location: Museum Gardens, LONDON Team: E.T.DESIGN (Jinjing Yu + Prajish Vinayak) Registration Type: Graduate Architecture Student Country: United Kingdom

FLOW PATHS

Core Studio I “Distribution and Variation’’ Surface-Embedded Intelligence, Nov-Dec.2012,MArch_Emtech,AA Location: Masthouse Terrace Pier on the Isle of Dogs, London Totur: George Jeronimidis; Evan Greenberg Team:Jinjing Yu, Cagla Gurbay,Vasiliki Mavrogianni,Yasmina Rougab The aim of the project is to integrate the flows of people and wind on site. Rather than convincing inhabitants of taking new transportation methods, this intervention aims to attract local people by creating varied spatial conditions. The dynamic system is intended to react to the specific wind speed which is creating an awareness of the link between the environment and its users. Variations of cut patterns on the components and the inherent degrees of curvature of the each component defines three differentiated spaces. The structural capacity of the components, which is connected to the curvature of the component and the spatial effects related to wind create a reciprocal, revision-based design process.As a consequence, the system works as a wind blocker in one region while the same system with appropriate material organisation responds to wind with various open-closed component plates’ patterns, creating dynamic space.

GEOMETRY VARIATION

Overlap

Rotation 0 degree

Rotation 20 degree

Rotation 40 degree

DISPLACEMENT ON THE SURFACE

WIIND PRESSURE ON THE SURFACE

The Ansys results gives the wind load on the global surface. In addition to wind load, there is differentiated self-load on the components. The result from the Strand helped for determining the zones for necessary component selection from the catalogue. The catalogue involves the curvatures of each component and the platesâ&#x20AC;&#x2122; sizes. By matching those two, the structural load-bearing capacity is intended to be reached. At the waiting area and the passage area, the results of Ansys and Strand are matching for structural requirements.

C ARBO N _ C U R V E

Design and Build April.2013,MArch_Emtech,AA Location: Hooke Park, Beaminster Dorset Totur: George Jeronimidis; Evan Greenberg EmTech Action Team

In dealing with two materials with existing structural properties, it is important to consider how they can be used in a way so as not to alter their inherent abilities. The project focused on utilizing the plywood in a form that was easy to fabricate from a size that could be found readily available. The intent was to obtain curvature in a geometry that resisted it [through weight of material and surface proportions] and somehow stabilize the curved form. Carbon fibre was the second element of structure to be added to the manipulated plywood. The curvature induced by a simple sheet due to bending properties merged with a stiffening element creates for a composite material. The rigid form of the plywood was enabled and retained by the addition of the carbon fibre strips, first for curvature and second for connection between panels. Different variations of curvature while maintaining rigidity within a surface, were achieved through expoloration of the materials.

25 mm

50 mm

length of panel 50 mm

curved panel

carbon fibre: layer 2 patches

carbon fibre: layer 1 strip

Step 1 The first layer of carbon fibre is applied at the edges to keep the panel in the curved shape. Note that the fibre direction be parallel to edge curve.

length of panel

Step 2 The second layer of carbon fibre patches connects adjacent plates. Note that the fibre direction should run perpendicular to the edge curve.

carbon fibre: layer 3 strip

Step 3 Apply the third layer of carbon fibre for completion of the structural frame system. Note that the fibre direction should be parallel to the edge curve.

PAVILION_ELEVATIONS+PLAN

Front Elevation

Back Elevation

Plan

DERIVATION GRAPH OF DESIGN CONCEPT

What makes different of the look of American Ostrich and Darwin Ostrich?

What makes the birds on the same island have big difference?

Why the hills of desert have curvilinear shapes?

Darwin said in his The Species Origins, creatures become fitter by evolution in natural environments. We hardly find things have edges in the natural environment. Every thing has a common denominator: Continuous interface, from long exposure to the elements.

Why the stones of turbulent flow have curvilinear shapes?

The form changes with the natural influence.So,what kind of form of building should be in the natural environment, will it change with the change of the natural conditions?

ARCHITECTURE + EVOLVE = ?

Square Space

Circular Space

4*(2n-1) 4*(21-1)= 8

4*(2Â˛-1)=12

Reach the ideal state of sphere in the final, the smallest shape coefficient of building, thereby reducing the energy operator of building,and derive from circle to circle.

AR C H IT E C T U RAL E V OL U TIO N

Ecology,Green,Harmonious-Architecterâ&#x20AC;&#x2122;s House Design,Ningbo Academic Design Study, 2010 Totur: Liyi Cheng, Jie Hu Second Prize, Energy Efficiency Architecture Design Competition of Zhejiang Province Every creature in the nature is in the face of natural selection. After the baptism of natural conditions, the survivals is often being adapted to environment and forms its own unique form of ... ... Then is there the best architectural form fits the natural environment? From the perspective of energy, an architect should analyze and evaluate the comprehensive natural factors to reduce the buildingâ&#x20AC;&#x2122;s energy consumption, in order to find the architectural form with the minimum shape coefficient and least energy consumption that fits the climate characteristics of Ningbo. The architect brings citizens with new leisure place according to such factors as wind, light, water, geothermal, site layout direction, building shape changes, after analyzing the direction and location of construction window to determine the architectural features.

EVOLUTIONARY PROCESS

PLAN LEVEL +4.50

1. Entrance Hall 2. Administration 3. Duomeiti Exposition 4. Cafe 5. Water View Hall 6. Library 7. Store 8. Public Baths 9. Function Rooms 10. Auxiluary Rooms 11. Reception Room 12. Studio 13. Council Chamber 14. Lecture Hall 15. Equipment 16. Communication Core 17. Green Channel

SECTION B-B

SECTION A-A

PLAN LEVEL +8.50

1. Sightseeing Platform 2. Store 3. Exposition 4. Special Exposition 5. Store 6. Public Baths 7. Model Exposition 8. Communication Platform 9. Green Channel 10. Water View Hall 11. Office 12. Studio 13. Council Chamber 14. Communication Platform 15. Model Studio 16. Balcony 17. Water channel 18. Event Square

N AT U RALIZ E D AR C H IT E C T U R E

Apartment Complex Concept Design, Ningbo,China Academic Design Study, 2009 Totur: Liyi Cheng, Jie Hu I associate to people in the natural environment and see an image of a person standing in the mountains and water through the particularity of the site. So whether can make the building as a part of the natural physical appearances? Whether the feelings of people will delicate change? “Branches”, “stones” and “water”, those natural elements blurred the bounds of buildings, views and urban public space. Importantly, it is not the building any more, but natural environment. Making the structure disappear in the triangle zone which needs to breath. “Stones” formed as a sequences and connected with the branches for the public space in and out to continue the relationship between building and landscape. It’s contain the spirit of be in harmony with nature in oriental cultural inside.

Time: Nov.2009 Material: PPC, Paperboard,KT Board,Laminboard,Chevron Board

PLAN LEVEL +3.00

+10.00

+13.00

+16.00

+19.00

+22.00

PLAN LEVEL +7.00

SECTION A-A

SECTION B-B

U RBA N _ C O N DITIO N E R S Skyscaper Concept Design, Beijing Academic Design Study, 2010 Totur: Prof. Hai Lu Like many cities, Beijing is separated by large scale of road, and each block is linked through the crosswalk, flyovers, underpasses, etc. If the intersection sets modems which will revamp the cityâ&#x20AC;&#x2122;s structure. Buildings will be the new urban public space of city and integrated transportation, housing, office, entertainment, restaurants and shopping malls into an integrated body. Each building has a characteristic for a certain class of people, thus reducing the cityâ&#x20AC;&#x2122;s traffic load. Its integrated features as a micro-city in the mediation of urban issues. Along with the rapid development of Beijing, many problems are being creating and developing, city are facing the insurmountable traffic problem, population problem and environmental protection...... Urban spatial structure adjustment and patterns of metropolitan development has been one of the projects of Urban Studies . What is the role of high-rise building in the city? Whether to give high-rise building a new meaning? Can it solve the problems which becomes more and more seriously in the city? Those tallbuildings endow with new meaning to adjust urban problems, like trees planted in this city, become a forest of regulator of city.

Urban System = Branch system ? Imagine a tree, leaves, branches, trunk and roots. They constitute a whole tree. Root: Absorb nutrients Trunk: Transmission of energy and nutrient Leaves: Growth and being nourished So, we imagine a city Root: Absorb nutrients(water, electricity, Network Discharge waste ,wastewater) Trunk: Information highway and network Leaves: Human activities being nourished Therefore, city system as well as to a branch systemâ&#x20AC;Ś What will happen when a regulator like tree implant into city and each of this kind of tree has ability to adjust urban problem?

Plan lever +1.20

Plan lever +10.20

Plan lever +19.20

Plan lever +28.20

CIRCULAR PATTERN

C IR C U LAR P ATT E R N

Site Design, Bailu Forest, Ningbo University Academic Design Study, 2008 Totur: Liyi Cheng, Jie Hu

Curve is a space that greater than 1 but smaller than 2, different curve giving a lot of different feelings. Straight lines always give people a sharp feeling. From the plan it have the function of blocking-up and pass straight; a curve always have a strong connectivity by visual sense and leading. Thatâ&#x20AC;&#x2122;s why it widely used in exhibition space and tourism planning, at the same time it easily form a open half space; the circle always have the ability to converge, and that the reason many of square space use the composition to gather the people.

By the analysis has proved, I chose curve which has strong directive ability and circle as the basic form which has converge ability. The actual situation of Bailu area, for the lowest environmental impacts, taking the means of using circle structures and curve way achieve this purpose: matches perfectly with environment, human and architecture.

PATH

HUANGSHANG TAIPING LAKE

Work: SD & DD Drawing, Digital Modeling, Rendering, Page Sheet

HAERBIN THEATER Work: SD Drawing,

Digital Modeling,

MAD Architects

Rendering

[Intern]

CRYSTAL STONES 水晶叠石 2012-2016 Under Construction: 1st Prize In International Competition Location: Qindao,Shandong Provience, China Type:Theater,Stadium,Museum&Archives Building Area: Therater_12,800sqm; Stadium_14,500sqm; Museum&Archives_20,000sqm Mork: Interior Design and Rendering, CD Drawing

Aedas Architects

[Architectural Assistant]

DALIAN CITIC INTERNATIONAL CRUISE CENTER 大连国际邮轮中心 2012-2016 1st Prize In International Competition Location: Dalian,China Type:Apartment,Hotel & Commercial Commercial Area: 146,000 sqm Work: Facade Research and Design,Rendering

MAPLETREE MINGHANG BUSINESS CENTRE 丰树闵行商业圈 2012-2016 Under Contruction: Location: Shanghai, China Type: Office,Commercial Work: SD Drawing, Material Testing (office)

塔楼大堂设计 DESIGN STUDY FOR TOWER ENTRANCE LOBBY

Aedas Architects

[Architectural Assistant]

MAD 2011 NEW YEAR’S DINNER Location: Jasmine Restaurant Time: 20:00, FRIDAY, 21st Jan.2011

E-mail: auspar.yu@gmail.com Tel:+44 7521233514 Birth: 26.03.1987. CHINA

CV JINJING YU

EDUCATION Architectural Association, London, UK Master of Architecture, Emergent Technologies & Design College of Science & Technology, Ningbo University, P.R.China Bachelor of Urban Planning GPA:83.12/100

Sep.2012-Feb.2014 Sep.2006-July.2011

Experience Aedas [Architectural Assistant], Shanghai hpp Architects [Architectural Assistant], Shanghai MAD Architects [intern], Beijing CIRE Architecture & Landscape Design Co.Ltd, Hangzhou Urban Planning Institute if Ningbo University, Ningbo

Feb-Aug.2012 Jun.2011-Jan.2012 Sep.2010-Mar.2011 Jun-Sep.2009 Mar-Jun.2010

Awards & sCholARships Special Triumph Mention _Triumph Pavilion 2014: Dream Pavilion, Museum Gardens, London, United Kingdom, 2013 2nd Prize winner _The 3rd Energy Efficiency Architecture Design Competition, Zhejiang Province, 2010 Science & Technology Innovation Scholarship, 2010 3rd Prize Scholarship, 2009 Gold Award, In sketch, The 4th Internacia Konkurso Verda Stelo PriInfanaj,Pentrajoj,Kaligrafajoj,2002

Publications & activities Interactive Architecture, Community Design, China Architecture & Building Press. Dec.2013 Digital Infiltration & Parametricism, Tsinhua University Press. Oct.2013 Website: Competition: http://www.archtriumph.com/ Thesis: http://www.arch2o.com Video: https://vimeo.com/85401167 DADA2013 â&#x20AC;&#x153;Digital Infiltrationâ&#x20AC;? International Conference on Digital Architecture Responsive and Interactive architecture panel discussion,Tsinhua University,Beijing,Sep.2013 2012-2013 AA Projects Review Exhibition

Technical skills Computer _Rhino3D, Maya, 3DS MAX, Sketch-up, Grasshopper, Rendering[V-Ray,Maxwell] _Python[basic], Arduino, Galapagos _Ansys, Solidworks, Oasys GSA[Arup],Straus7,Karamba,Ecotect,GeomGym,GeomGymBIM[basic] _AutoCAD, Adobe Photoshop/Illustrator/InDesign/Premiere, Microsoft Office Physical _Hand drawing, Painting[oil/acrylic/watercolor], Model Making, Laser cutter, 3D printing _CNC Milling, Digital Fabrication, Photography _Language: English; Mandarin

eMAIL:auspar.yu@gmail.com tel:+44 (0)75 2123 3514 http://issuu.com/auspar/ docs/jinjing_yu_portfolio