Architecture Portfolio 2016-2019 by peilinc

p /C_ eilin

PORTFOLIO Work Collection 2016 - 2019 Architecture Portfolio : Academic / Professional 建筑设计作品集 2016 - 2019

Try not to dream of being an architct. Try to think architecture simple of articulating space and time, of modulating reality, of creating fun stroy.

Peilin / Cao | 曹佩琳

BEnvi . Chinese . 22 / 02 / 1995 Email : purlinsea@gmail.com Contact : +86 15837192132

The current study in architecture with Bachelor of Environment inspired the interests of spatial meaning and massing form which derived from while beyond the basic geometry. It cultivated my passion on fancy ideas and expressions. The working experience redirected the gazes back to the pureness of myself. If the graphics are the scripts of our life fantasy, the perception of architecture is a journey going through appearance to internal space.

PEILIN CAO 01

PROFESSIONAL EXPERIENCE 2019 . 2018 . 2017 . 2016

PLASMA STUDIO _ ASSISTANT ARCHITECT https://www.plasmastudio.com/en Beijing . February – August , 2019 The experience consists of assisting in generate and retail massing and façade design from concept to schematic stage then towards render sets of several mixed-use projects of Cultural, Commercial and Landscape Architectures. Participated as an assistant role in an Architectural Group, and concentrated on the projects development. The work also involved in some client meeting in Beijing and preparation of presentation materials.

AUBE _ WINTER INTERNSHIP http://www.aube-archi.com/en/ Shenzhen . December , 2017 – February , 2018 The duty concludes a throughout experience of detail design in a selection of massing model and efficient production of analytical layouts systematically. Contributed to vary commercial complex, industrial and urban planning projects in Shenzhen.

NAUTILUS SPACE ART DESIGN _ WINTER INTERNSHIP Henan . December , 2016 – February , 2017 Assisted in producing plan drawings to the construction labors in small commercial interior project under the instruction of the project designer. Participated in some construction and installation process in site.

HIGHER EDUCTION MELBOURNE . MIAMI

UNDERGRADUATE _ MELBOURNE Bachelor of Environment, Major in Architecture 2016 â&#x20AC;&#x201C; 2018 School of Design , University of Melbourne https://www.unimelb.edu.au/

p /C_ eilin

PROGRAM _ MIAMI Certification of AA Visiting School JULY, 2018 AA VISITING SCHOOL HTTPS://WWW.AASCHOOL.AC.UK/STUDY/ VISITINGPROGRAMME.PHP

Decent architecture is always more than a sets of good drawings of it, yet precisely knitting though logic and theories. Design may start from a moment of sudden inspiration but is based on the daily accumulation of progress in curiosity.

FOUNDATION _ MELBOURNE Certification in Foundation Studies

SKILLS

2015 - 2016

Photoshop . Indesign . Vray . Lumion

Rhino . Sketchup . AutoCAD . Illustrator .

Trinity College School https://www.trinity.unimelb.edu.au/

LANGUAGES Mandarin (Native) . English . Japanese (Basic)

Latest update. 08 / 26 / 2019

CONTENTS P

PLASMA STUDIO Work Selections LTCHC _ Competion of Lithuania National Concert Hall XACBS _ Design of Xiâ&#x20AC;&#x2122;an Central Park Bridges

FIRE COMMUNAL CENTRE University High School With the objectives to enrich school experience, to create interactive social communication among students and public through archilanguage.

AIR PARAMETRIC DESIGN Hiding without isolating, the nature of the acoustic pond is that it both defines the distinction and connection of the spaces.

RB1 - 380 x 100 PFC Roof Beam, sitting on top of PC1, 2-M20 Bolted to FC1 to support MC1 frame RB2 - 600 x150 section Glue Laminated18 exposed beams. Span 12000 (Supported between PC1s). Spacing 3000 Bolted on PC1 and RB1at each ends through10 plate bracket with seat PU1 - Hyjoist I beam @900 cts. 2 Span continuous. Fixing to RB2 using Strap Bracing with screws RA1 - Roof Battens to be screwed on packer over PU1, and form a 1.5 degrees slope Batten - 45 x 90 timber battens @900 cts screwed fixing on RA1 RS1 - Corrugated roof metal Sheet lapped using screw fixing with roof membrane on Battens Box Gutter - 600 x 150 colorbond box gutter Sitting on steel angle support plate which fixed to RA1

RA1

MC1 Metal Cladding Wall

AA VISITING

URBAN SMART CONTEXT As the over accelerated city

MC1 cladding on continuous 8mm R1.1 Thermal Breaker Structure frame: growth is considered, the time FC1 - 150PFC @3000. Vertical element, bolted fixed on 1CB1 of smart urban environment is G2 - 12-C150Girt @600. horizontal element They are bolted together with typical plate coming. 90mm R4.5 insulation fill the structure covered with PF and PLY inside surface

RS1

WG.29 Window Glazing

BW2 Concrete Block cavity Wall

Block type: 390 x190 x 190 (L x W x H) core filled Block work inside 390 x 90 x 190 core filled Block work for veneer 70mm cavity with 20mm R2.4 Foilboard There should have metal sheets as wall tie for stability of block wall Weephole at wall bottom Wall flashing at the wall base

PU1

First Floor Slab

80mm screen slab with SL82 reinforcement & Heating cores Fabric design for 4.0 KPa live load 11060 x 1200 x 300. 1332-HC01 Hollowcore Plank Supported by 1332-1CB1 Precast Concrete Beam

MC1 G2

1CB1 - Precast Concrete Beam

HC01

5710 Length x 700 width x 600&220 Height - L shape section, with 12 x 12 Chamfers. 9-N24 Bars, btm&top going straight through Beam, With 39 cover to surface fixed by: (40) N12-U 600 x 175 Bars, @150 6-N12 Bars, with 30 cover to surface, fixed by: (20) N12-L 150 x 500 x 400 Bars, @300 5-N12-U 900 x 510 Bars, @100. At each end of beam Coming out of beam to connect and be reinforcement for Screen Slab Tied with (20)N12 540 x 570 square closed LIGS, @300

Lithuania National Concert Hall

PC1

COMPETETION

1700H x 5038W for 7 pieces of doubled glaze with Sub-sill sitting on BW2 PFC header with welded plate lintel support for window head Folded colorbond window capping over 20mm R0.2 Thermal Breaker

LTCHC _ PLASMA

RB2

Roof

Connectionn Between 1CB1 and PC1

Each 1CB1 sits on the table of PC1 2 Location Dowels penetrating though 2-RB20-100 Reidbar for PC1 table top to 50Ø grout tubes for beam 1CB1

PC1 - Precast Concrete Column

12 x12 Chamfers 8-N24 Bars going through PC1 straightly, tied with R10 LIGS @250 Btm&Top have 50-(1) set R10 LIGS, respectively. 12-N20-U Bars closed form & 4-N20- Bars table shape, tied with (3)N20 600 x 640LIGS (4)N20 200 x 590LIGS

RB1

Connection Between PF1 and PC1

PC1 sits on the top of PF1 8-N20 Dowels Casting into Footing with 400 cogs at ends Projecting 1000 into 50Ø PVC grout ducts at the bottom of PC1 50Ø PVC Ducts fully grout with flowable grout

BP1

CONSTRUCTION DESIGN

XXCBS _ PLASMA

Note: N20 Dowels covered with 50Ø ducts and N24 Bars for PC1 are tied XI’AN within 2-R10-250 LIGS together.

Detail axo drawing of a section of a commercial building

CENTRAL BRIDGES

150 Slab On Ground

Hydronic Heating run across mesh bars, 20 MIN cover to face of slab & 75 MIN to adjacent cores or bar mesh SL72 top. Sl92 btm. 30 cover, Lap 1 grid + 25mm on 0.2 Polythne Memberane. Slab to be formed over 100 MIN. Layer of compressible cardboard Void Former

SF1

Footing schedule Mark

Size(L x W)

Depth

Reinforcement

PROJECTS HIGHLIGHTS A sets of work selections

I. STUDIO FIRE Uni-High School Builiding â&#x20AC;&#x2DC;Communal Centreâ&#x20AC;&#x2122; Individual. 2018 Tutor _ Robert Polgase The project will engage with historical, theoretical, structural, and environmental ideas relevant to the specific project through the various set design practice. As the brief to design new school facilities for a high school including renaissance centre, general learning area and sport court. The proposal should create a fresh image of school towards both urban society and internal campus.

With the objectives to enrich the school experience and improve educational quality covering diverse leanring methods, the design focuses on encouraging interactive communication among students, and building contact with social public. City fucture should look forwards to the development of the educational institution. Through creating interactive social space to merge diverse learning methods together,

the school provides students and social people with planty space and opportunities to have more interflow with urban society. The exercise explores the architecture as a compendium to compus exhibition and urban conversation between high school and society. The criteria of the pedagogy inspired a set of architectural translation on from educational theory into spatial interations.

PROJECT SITE 37°47′50″S 144°57′19″E 77 Story Street, Parkville, Melbourne, Victoria Australia As in 2016, 1,425 students attended the school UNIVERSITY SCHOOL

HIGH

Vision Rose

Axo Surrounnding Context

Street

Land Block

Since 1930, the school has occupied a site in Story Street, Parkville, adjacent to the Royal Melbourne Hospital (public service buildings etc.) and the Central Business District in Southern part, while in close proximity to the University of Melbourne in Eastern side.

Flamington Rd. Ro

Sto

St.

rad

Bus line & Stop

Site

Tram line & Station

Design Massing

Commercial Warehouses

St.

Uni-High School Campus

Sto

Public Service buildings

University Campus

Residential Buildings

Green Area

Flamington Rd. Ro

SKETCH

Create interactive social space articulated by circulation, which encourages diverse learning process communicating.

Space presents the narratives of decent daily life, while the sequence of it implies the hierarchy of the life stages.

The primary division of functions as active sports center and passive general leaning, are spatial articulated through strategy.

Vertical Circulation

CONCEPT

Plane Circulation

PEDAGOGY

Second Floor

THE IMAGE OF THE ACTION First Floor

Ground Floor

The thesis translate the perception and experience to spatial setings. Going through the actions from zone to zone, it reveals the interactive daily matters whihc amplifies the current architectural conditions and defines the notion of presence and self-awareness.

16 17

1.Eastern Entrance 2.Western Entrance 3.Lobby 4.Atrium 5.Exhibition Space 6.Garden 7.Library 8.Library study zone 9.Library Service Centre 10.Printing Area 11.Theatre 12.Sports Court 13.Changing Room 14.Auditorium Seats 15.Service Office 16.Staff Office 17.Classroom 18.Meeting Room 19.Active Study Zone 20.Cafeteria & Bar 21.Lift 22.Toilet 23.Roof Decking 24.Skylight

SITE PLAN

21 4

6 23

SECOND FLOOR PLAN

Second Floor 18

11 22

21 8

7 5 9 10

6 2

14 12

1.Eastern Entrance 2.Western Entrance 3.Lobby 4.Atrium 5.Exhibition Space 6.Garden 7.Library 8.Library study zone 9.Library Service Centre 10.Printing Area 11.Theatre 12.Sports Court 13.Changing Room 14.Auditorium Seats 15 15.Service Office 16.Staff Office 17.Classroom 18.Meeting Room 19 19.Active Study Zone 20.Cafeteria & Bar 21.Lift 22.Toilet 23.Roof Decking 24.Skylight

GROUND FLOOR PLAN

Ground Floor SECTION

21 8

14 12

FIRST FLOOR PLAN

First Floor

Primary function division into

Shifted

location of 2 boxes

Link pavilion is the key factors of the

active and passive volume.

emplotys open spatial stratgy

journey to maintain the campus axis

to encounter unexpectedsocial

and alllow the flexible movemnets

activities.

between 2 volumes.

04 Detailed

Step 1

05 partion

the

Layers of the height naturally

Structure

programing area defines the

articulating

diverse

transfer,

which

form through push & pull.

functions, also dilivering the

existing

basement

lively engoing ambience to the

system.

the

system

for

load

follows

the

column

interior.

MASSING GENERATION Facade towards Royal Parade (public street)

bounding surface of facade

The design process pursues a form of decent spatial enlightment, which responded the site context, pegagogy theory and selfconciousness of space. It naturally created a atmospheric journey gothrough complex programs.

shape

Equal grids as measurement

PARAMETRIC FACADE MATRIX

Gradient triangular pattern to draw the central focus

Apply the gradient pattern to

Solid and transparent materials introduced the classification of private level, which is inspired by the temporal and progaming characters of space. The gradient facade focus on the central point of design - complex pavilion - functioned as entrance to campus, seperation of volumes, circulation gatharing, and articulation of space. The transition of geometries in square and triangle suggests the deconstruction in patterns.

facade responding to central ecological skylight

ACTIVE CENTRAL PAVILION RENDER Architecture is not only the shalter space, but the design is also functioned as an core public area of the campus. There is a ecological garden decently to calm down the busy circulation in this active entrance .

II. STUDIO AIR Paramatric Office Pod â&#x20AC;&#x2DC;Interlocking pavilionâ&#x20AC;&#x2122; Collaboration: Ann / Kelly. 2017 Tutor _Finnian Warnock The core of this undergraduate design studio is the development of both design thinking and dexterity with tools, rom digital modelling to physical modelling. the theme of air, should be explored conceptually, metaphorically, structurally, or technologically The project aims to exercise in demanding greater synthesis of diverse requirements by organise 3D spatial order.

The design is to proposed to create a meeting space in an existing office. Our process of practice to realize the concept of â&#x20AC;&#x2DC;interlocking structureâ&#x20AC;&#x2122; in computational exploration. Taking the advatages of the parametric method by grasshopper, there were more potential in form generation and logic workflow. In the process, the paramertic desgn need the

support kof physical model to test implementation of materials, construction and details. The nature of the material also significantly defines the both distinction and connection of the places. Our understanding of meeting space is byond noise control, taking visual privacy and atmosphere into consideration as well. The pavilion is hidden to a certain extent yet not isolated.

DESIGN LOGIC

Exploration

Experimentation & Generatinng Form Site Analysis Acoustic Analysis View Analysis Circulation

Fabrication & Installation

Panel Adjustments Digital adjusting bending panels Digital adjusting ceiling level Digital adjusting opening direction

Laser cut bamboo veneer sheets into panel pieces.

Form Adjustments

Research Studies Green Void

Form Simple Lofting surface surrounding meeting space.

South Pond

Soaking colled cane cores into water to make them straight.

Material Testing & Adjustments

Structure

Maximum cane material bending flexibility by soaking in water for 5 mins

Sine grid test failed. Regular grid shell copperates well with interlock system.

Kangaroo varies â&#x20AC;&#x2DC;Give Handâ&#x20AC;&#x2122; Composite grid shell

Streamline assemble cane cores and pattern pieces.

Grid structure and patterns interating.

Wood Lattic Shell

Panels & Joints Pattens for both interlocking joints and view blocking functions .

Adjusting relationshipe of bending and material grain.

Adjusting warping edge of pattern tails. Adjusting Density of patterns.

Concepts

The Serpentine Galleries

Sense of Lightness

No alternative fixing joints. Patterns and grid structure interlock with each other.

Light and thin structure allows communication with surroundings.

Hiding Without Isolating

Forest of Light

Abstract Space definition Spot lights define and seperate the space.

Arching flat structure with panels system, and fixing anchor cane cores.

Structure & Material Adjustments

Receprial System

Precedents Studies

The sense of floating and lightness, through grid structrue form and natural material panels, generate an atmosphere of natural environment, to release pressure for office workers and constuct communication with all around.

Final Design

Replace certain direction canes in grid shell by perspex rods which support structure to stand in shape.

Interim Feedback

SITE PLAN & DIAGRAM The brief is to design a meeting area with acoustic considerations, taking visual privacy in the room of a shared office. The design installation should functioned as not only a meeting pods, but also a partition.

Office Plan

Volume

Circulation

Program

Structure

Installation

Service rooms Stairs Meeting area Office tables

STRUCTURE MATRIX

lofting surface contours

Series boolean circles moving and scaling

Dots matrix into interpolate curves

Kangeroo stimulation from tensive grids

Kangeroo stimulation from tensive grid and weighted points attach to brep

LOFTING SURFACE The primary attempts tested simple lofting system. With the assistance of grasshopper, the shape is built based on the algorithm starting from a few points, then moving series of 2D-mateball curves. Through scaling, rotating and shattering, the surface gets distorted, weaved and coiled to form expected flow.

KANGAROO GRID SHELL There are the second digital explorations according to grid shell algorithmic definitions. The basic grid is constructed from series strictly ordered points in flat plane. Experimenting different sets of anchor points, the flat grid would be lifted up by bending force. Through this logic, the Kangaroo plug-in can examine the desired forms with force bearing analysis. Therefore, the grid forms are bending and curving in more reasonable and aesthetic standard.

FORM SELECTION WITH INFILLS The final form we selected in black contains the criteria, covering the space all around to achieve our ‘hiding’ purpose, and providing two-side access as well. The shape for the grid shell mimics a pair of ‘give hands’ (Conceptual Diagram), which symbolizes the success cooperation among clients and company team members.

FORM SELECTION CRITERIA

According to the research field, a series of design criteria are provided for diverse research directions to character projects to narrow down our exploring options. Due to the requests for privacy and voice, a semi-open space with an office is projected to design. ‘Hiding without isolating’, this idea should be experienced spatially for both the people inside and people outside. Therefore, the enclosure of this space not only needs the access to sufficient light, but also the comfortable inside experience and aesthetic outlook. The innovative application of parametric design approach is an easy and convenient method to embrace the inspiring and brave concepts by varying the patterns, structures, and forms through changing algorithmic definitions.

FABRICATION & INSTALLATION

RECIPROCAL INTERLOCKING SYSTEM In general, we explored and tested the simple idea of interlocking system which we think has the greatest developable potential. Within this system, joints are unnecessary for the whole form that the panels are functioned both as patterns and connections for structure. The friction promises that the patterns can curve itself upward, and lock the cane cores in grid structure.

Step 2 Stick double layer of panels with perpendicular grain.

Step 1 Laser cut bamboo veneer paper back panels.

MATERIALITY AND ATMOSPHERE In terms of materiality, The entire system applying natural materials that cane for structure and bamboo veneer for panels, will also benefit for creating a relaxing working atmosphere of natural environment to release people’s pressure. OVERALL FORM While doing different material testing, the group needs to find out the final form for the design. Site analysis from several perspectives, may contribute to setting down our final form, which satisfy our themes ‘Hiding without isolating’. However, applying the interlock system to the overall form in a larger scale may reveal some hidden problems that we cannot realize in a small scale. Therefore, a larger scale prototype is necessary to certify our design is workable.

Step 5 Repeat the previous to add panels according to certain axis until this row is compacted

Perspex rod

Ve rt

ica

l ax

is Hor

o re

Step 3 Reverse bend two adjacent sides of panel, while get cane core and Perspex rod cross passing through holes.

izon

ta l a

x is

Step 4 Move Perspex rod in vertical and cane core in horizontal axis to set the panel at the end location.

PHYSICAL MODEL

Utilized the clear Perspex as the material of main supporting structure. Through precise laser cut, Perspex rod can mold the form without unexpected deformation. Furthermore, the light structure creates a delightful sense of floating, weightlessness. Step 6 To knit more rows, assemble the second row of panels from the other end of Perspex rod.

Step 7 Hold the structure up and push the second row approaching the row in front evenly.

Step 8 Follow the same methods, to increase the panel cluster according to the structure.

ATMOSPHERIC RENDER

As the proposal, the materials and form where let the light pulsate and undergo constantly the state of flow, merged together with the spatial surroundings. People could strongly experience a transition of space by the charm of light and natural materials, which generate the meeting space organically and abstractly fall in between. There creates a sense of decent atmospheric definition for communication.

III. AA VISITING Enable the Intalligence of City â&#x20AC;&#x2DC;Triangular Towerâ&#x20AC;&#x2122; Collaboration: Douglas / Momo / Wang. 2017 Tutor _ Mark Helme / Omid Kamval This subject is a 2-week intensive design studio. The workshop is run by visiting staff from the Architectural Association, School of Architecture, UK and teaching staff from MSD. It introduces students to contemporary digital design techniques, toolset and workflow, striving for innovation in design resolution. The studio offers students with peer work experience and is supported by a program of seminars, lectures, design reviews and exhibition of outcome.

Statistics indicating that 1/3 of the worldâ&#x20AC;&#x2122;s population will be living in cities by 2050 further reinforce the need for new urban strategies rooted in human culture. Globally metropolises have gained influence, who have become so powerful and effective that they expand based on occupants demands and desires. Big cities are attractors. They offer jobs,

facilities and are by themselves a destination for anybody that believes in progress. We will seek to explore general morphologies which connect the horizontal to the vertical. Design a cluster of skyscrapers, or connect existing buildings, which are spread over the city, in a physical innovative and meaningful way.

CITY GRID

URBAN MAP The Map of Melbourne is in a rectangular grid network as shown. The CBD area is governed by groups of main roads, Swanston St. and Elizabeth St. which perpendicularly intersect with Bourk St., Collins St., Flinders St., etc. For the increasing demands of land use, the simple city grids form merely with main roads is not enough. There are small lanes emerging for various circulations, activities, and social communications within each block core surrounding the building clusters within the block cores.

DEGRAVES ST. Just across Flinders Ln. from Centre Place, Bustling Degraves Street is a typical Melbourne laneway which crowded with restaurants, hole-in-the-wall cafés, tiny shops, street art, tourists, workers, pedestrians. The lane is narrow yet effective overlapping of public walking area and private space. The canopy seats could be regarded as an extension of indoor dining activities sharing the space with passers-by, which is an interesting western catering culture phenomenon.

“One cannot make architecture without studying the condition of life in the city” Aldo Rossi Mage cities are the future. It is projected that two third of the world’s population would live in cities. The time of smart urban environments is coming, which are more intelligent for diverse demands of citizens for cultural communication, mechanical operation, and substance flows etc. The context of this workshop aimed to explore the relationship of modern metropolitan network and future architectures. We will go through Melbourne current facts, discuss its future potential, and attempt to find an efficient way that city is able to grow vertically and connect horizontally. As Tony Fry mentioned, ‘When we [human beings] were small in numbers and our technology means…were very limited, the impacts of our action were low’. The generation of highrise buildings derived from the gathering of human activities. Thus, there cannot be entirely freedom in site selection. It must follow the reasons of city plan, people’s living patterns, and environmental influences.

PROJECT SITE

The laneway system is provided with complex definitions by large population flows. They are no longer functioned simply as path ways, but a special public area where commercial activities, street art display, people dwelling, and streams of moving take place at the same time. Flow of the pedestrians along the lane. The images shows the people in static and dynamic positions, where they have the options to stay in place, and transfer to other places freely. In relation, we consider our design of new skyscraper system could keep a part of the function of the laneway, which achieves this position transitions. We considered the combination of the complex laneway system with high-rise architectural form to meet the future urban development. The idea is to increase the layers and levels of laneway system through high-rise form, and enrich the functions of building system through blending with laneway activities.

SITE ANALYSIS

Pedestrian flow

Laneway area

Designed high-rise form in proposed site, which links the laneway area with surrounding buildings.

The parts of existing building proposed to be taken down for building site. Negative space existing buildings.

Attraction points

occupied

Circulation access the laneway from main streets surrounding a block of building cluster.

GRASSHOPPER SCRIPT & DEFORMATION ‘Design involves a thinking activity and an executive activity’ (S. A. Gregory), which concerns with making human values. This process is not simply based paper drawing, yet mostly hand crafting with Parametric medthod to explore an ideal architectural form.

GROWING MATRIX DIAGRAMS ONE NODE ONE NODE CONNECTION CONNECTION

TWO NODES TWO NODES CONNECTION CONNECTION

THREE NODES THREE NODES CONNECTION CONNECTION

VERTICAL VERTICAL

HORIZONTAL HORIZONTAL

CORE CORE

SUPPORT SUPPORT (TRANGULATE) (TRANGULATE)

COMPOSITE MODULE

ONE ONE MODULE MODULE

TWO TWO MODULES MODULES

THREE THREE MODULES MODULES

FOUR FOUR MODULES MODULES

In terms of growing method, we found there are diverse outcomes, while obeying different connection principles – one node connection, two node connection, and three nodes connection. TEN TEN MODULES MODULES

However, single node could easily develop in shape of triangular pyramid, while also generate loops with bending property of cane. The structure with loops performs a high quality of elasticity, which hinder the stability of the high-rise building.

So we tried to control the malleability of material, elasticity of the module and rise the rigidity of the structure, by increasing the density of core. It combines the three growing method that we explored, and produced a composite module in diamond shape. The method is making 40 pyramids with core structure in the middle, and then combining each two pyramids to a shape of diamond. Through adding composite modules, we got three legs, which cannot stand up separately. As a result, they stay in a balance and can keep grow, while joining them together.

EXHIBITION PROTOTYPE Since there is no additional glue applied for disk joints and triple-grouped cane sticks, which tightly get stuck completely relying on friction. To emphasize the spatial quality, we explored different type of infill system. After testing the surface effect of dense string weaving, paper mache, polypropylene, and fabrics, yet the high flexible nature of cane made these systems difficult to control. In the end, vacuum formed plastic is designed, which keeps a consistency with our tensile structure, materializes the space inside the skeletal system, and adds perspectives for high dense formation.

IV. CONSTRUCTION DESIGN Western Base â&#x20AC;&#x2DC;Section I Axo Drawingâ&#x20AC;&#x2122; Individual. 2017 Tutor _ Luke Wilson This subject articulates and tests the idea of construction as a process requiring cultural and technical choices, which covers the analysis of specific architectural ideas and arrive at the evaluation and selection of implementation alternatives. Mixing built examples and project proposals, It shown how to identify, evaluate and engage with the technological underpinnings of architecture.

Physical Model 1 : 20

Western Base, an environmentfriendly constructed building as my study case (Section I).

Roof RB1 - 380 x 100 PFC Roof Beam, sitting on top of PC1, 2-M20 Bolted to FC1 to support MC1 frame RB2 - 600 x150 section Glue Laminated18 exposed beams. Span 12000 (Supported between PC1s). Spacing 3000 Bolted on PC1 and RB1at each ends through10 plate bracket with seat PU1 - Hyjoist I beam @900 cts. 2 Span continuous. Fixing to RB2 using Strap Bracing with screws RA1 - Roof Battens to be screwed on packer over PU1, and form a 1.5 degrees slope Batten - 45 x 90 timber battens @900 cts screwed fixing on RA1 RS1 - Corrugated roof metal Sheet Lapped using screw fixing with roof membrane on Battens Box Gutter - 600 x 150 colorbond box gutter Sitting on steel angle support plate which fixed to RA1

I RS1

MC1 Metal Cladding Wall MC1 cladding on continuous 8mm R1.1 Thermal Breaker Structure frame: FC1 - 150PFC @3000. Vertical element, bolted fixed on 1CB1 G2 - 12-C150Girt @600. horizontal element They are bolted together with typical plate 90mm R4.5 insulation fill the structure covered with PF and PLY inside surface

FFL 137.30

300.0000

1500.0000

FC1 RB2

FFL 135.50

WG.29 Window Glazing 1700H x 5038W for 7 pieces of doubled glaze with Sub-sill sitting on BW2 PFC header with welded plate lintel support for window head Folded colorbond window capping over 20mm R0.2 Thermal Breaker

RB1

MC1 RA1

PU1

BW2 Concrete Block cavity Wall Block type: 390 x190 x 190 (L x W x H) core filled Block work inside 390 x 90 x 190 core filled Block work for veneer 70mm cavity with 20mm R2.4 Foilboard There should have metal sheets as wall tie for stability of block wall Weephole at wall bottom Wall flashing at the wall base First Floor Slab 80mm screen slab with SL82 reinforcement & Heating cores Fabric design for 4.0 KPa live load 11060 x 1200 x 300. 1332-HC01 Hollowcore Plank Supported by 1332-1CB1 Precast Concrete Beam

3600.0000

1CB1 - Precast Concrete Beam 5710 Length x 700 width x 600&220 Height - L shape section, with 12 x 12 Chamfers. 9-N24 Bars, btm&top going straight through Beam, With 39 cover to surface fixed by: (40) N12-U 600 x 175 Bars, @150 6-N12 Bars, with 30 cover to surface, fixed by: (20) N12-L 150 x 500 x 400 Bars, @300 5-N12-U 900 x 510 Bars, @100. At each end of beam Coming out of beam to connect and be reinforcement for Screen Slab Tied with (20)N12 540 x 570 square closed LIGS, @300

FFL 131.90

Connectionn Between 1CB1 and PC1 Each 1CB1 sits on the table of PC1 2 Location Dowels penetrating though 2-RB20-100 Reidbar for PC1 table top to 50Ø grout tubes for beam

HC01

PC1

PC1 - Precast Concrete Column 12 x12 Chamfers 8-N24 Bars going through PC1 straightly, tied with R10 LIGS @250 Btm&Top have 50-(1) set R10 LIGS, respectively. 12-N20-U Bars closed form & 4-N20- Bars table shape, tied with (3)N20 600 x 640LIGS (4)N20 200 x 590LIGS

1CB1 G2

4000.0000

Connection Between PF1 and PC1 PC1 sits on the top of PF1 8-N20 Dowels Casting into Footing with 400 cogs at ends Projecting 1000 into 50Ø PVC grout ducts at the bottom of PC1 50Ø PVC Ducts fully grout with flowable grout

PF1

Note: N20 Dowels covered with 50Ø ducts and N24 Bars for PC1 are tied within 2-R10-250 LIGS together.

FFL 127.90 BP1

SF1

Soil Properties Depth Structure 0.15m Soil 0.6-0.7m Soil 0.9-1.1m Rock

Description Clayed silt, red brown/some basalt gravel Silt clay, red/brown, high plasticity Extremely high weathered basalt (~`50%) Silty clay, light brown

150 Slab On Ground Hydronic Heating run across mesh bars, 20 MIN cover to face of slab & 75 MIN to adjacent cores or bar mesh SL72 top. Sl92 btm. 30 cover, Lap 1 grid + 25mm on 0.2 Polythne Memberane. Slab to be formed over 100 MIN. Layer of compressible cardboard Void Former

Footing schedule Mark Size(L x W) BP1 600Ø Bored Pier PF1 2000 x 2000 Pad footing

Reinforcement SL92 x 2400 SQ IN Top of Slab N20 bars @250 cts. btm. Each way N16 bars @250 cts. top. Each way SP1 450wide strip footing 600 MIN. 4-L12 btm&top R10 LIGS @900 cts. N16 TIE bars @600 cts. 200cog base. 400 cog top 50mm Rigid insulation to full depth of footing edge Note: all footing types have 15MPa mass concrete beneath to highly weathered rock

WESTERN BACE 222 Ferris Road Melton South Victoria 3338

Depth 1200 MIN. 600 MIN.

T17 Tutor Luke Wilson

Axonometric Drawing Part I Scale 1 : 20 Drawn by Peilin Cao 783864

PLASMA STUDIO Work Selections LTCHC _ Competion of Lithuania National Concert Hall XACBS _ Design of Xi’an Central Park Bridges

V. LTCHC VILNIUS NATIONAL HALL International Architectural Competition Team: PMA Associates. 2019 Work, Beijing The National Concert Hall should become a Lithuanian culture symbol, an open and attractive space for cultural activities, education and relaxation, functionally integrated with the surrounding territory. The design is dedicated to the idea of ‘House of Nation’, which will be conducive to comfortable journey and imaged as a monumental landmark in Vilnius.

PROJECT SITE The project territory situated on the top of Taura’s Hill in Vilnius, which is the capital of the Republic of Lithuania and the centre of cultural life in Lithuania. It is a popular location among Vilnius residents and has an impressive panorama of the new city centre adjacent to the old town. Measuring from the base, Tauras Hill is about 30-metres tall. The incline is uneven and forms a number of steps/ terraces.

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1 Plaza 2 East Entrance 3 West Entrance 4 Services & Delivery 5 Loading Bay 6 Ar�st Entry 1 7 Ar�st Entry 2 & Staff Entry 8 Commercial Space 9 Entrance Lobby 10 Main Foyer 11 Stained Glasses 12 Outdoor Sea�ng/Informal Performance Space 13 Grand Hall 14 Side Stage 15 Stage Manager Room 16 Toilet 17 Combined Network Switch & Amplifer Room 18 Security Sta�on & First Aid 19 Performers instruments / Eq Storage 20 Rehearsal Room 21 Cloak Room 22 Service Room 23 Dressing Room 24 Lockers 25 Exhibi�on Space 26 Cafeteria & Bar 27 Upper Mezzanine 28 Small Hall 29 Organ 30 Closed Light Control Room 31 Ligh�ng Storage 32 Kitchen 33 Library 34 Office 35 Staff/Coffee Room 36 Mee�ng Room 37 Balcony Sea�ng 38 Catering

SECTION

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GROUND FLOOR PLAN

1 Plaza 2 East Entrance 3 West Entrance 4 Services & Delivery 5 Loading Bay 6 Ar�st Entry 1 7 Ar�st Entry 2 & Staff Entry 8 Commercial Space 9 Entrance Lobby 10 Main Foyer 11 Stained Glasses 12 Outdoor Sea�ng/Informal Performance Space 13 Grand Hall 14 Side Stage 15 Stage Manager Room 16 Toilet 17 Combined Network Switch & Amplifer Room 18 Security Sta�on & First Aid 19 Performers instruments / Eq Storage 20 Rehearsal Room 21 Cloak Room 22 Service Room 23 Dressing Room 24 Lockers 25 Exhibi�on Space 26 Cafeteria & Bar 27 Upper Mezzanine 28 Small Hall 29 Organ 30 Closed Light Control Room 31 Ligh�ng Storage 32 Kitchen 33 Library 34 Office 1 35 Staff/Coffee Room 36 Mee�ng Room 37 Balcony Sea�ng 38 Catering

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FIRST FLOOR PLAN

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FACADE MODIFICATION Reponds to the function programme, the National Concert Hall will be an open multifunctional art centre with a classical music concert hall and residing symphony orchestra. As a modern arcihtecture, I applied parametric facade in design modification stage after competition to create matephor for hill form technically.

PLASMA STUDIO Work Selections LTCHC _ Competion of Lithuania National Concert Hall XACBS _ Design of Xiâ&#x20AC;&#x2122;an Central Park Bridges

VI. XXCGB Xixian Central Garden Bridge Conceptual design Team: PMA Associates. 2019 Work, Beijing

The project site is located at the developed new district in Xiâ&#x20AC;&#x2122;an, China. There are 2 designed bridges project parallel to a landscape project for central garden. The catgory of architecture is not only defined as building sapce, yet any form, installation or create type can apply prnciple of movements and story journy. This 2-briddge deisgn is guided by landscape theme and developed based on landscape proposal.

Through cooperating with landscape team in PMA, the design kept the concept of continous green in urban expression, which established connections between greens and buildings in elevation. The form of bridge mostly follow the territory contours to merge with landscape.

It developed by a team of 4 members in auration of half month as a small project. I was responsible for the render session, to keep in touch with archi-team and landscape-team for final effects.

p /C_ eilin

WORK COLLECTION 2016 - 2019 Architecture Portfolio : Academic / Professional 建筑设计作品集