Selected Works 2019-2024
Master of Science in Architecture - Building Architecture
Politecnico di Milano
Lin Yu Heng
ABOUT
Experienced BIM-oriented architect who specializes in sustainable architecture and urban design. The strong ability in design and coordination. Equipped with professional skills in architectural graphics&diagrams, BIM modeling&analysis, 3D visualization, and hand made models. Devoted to creating a sustainable and high-quality built environment.
LIN YU-HENG EDUCATION
Architect
linkevin114@gmail.com
+39 3339417453
Master of Science Degree in Architecture-Building Architecure
Graduate with grade: 110/110 (GPA=4.0), Politecnico di Milano, Milan, Italy
Bachelor Degree of Architecture
National Cheng Kung University (NCKU) ,Tainan, Taiwan
- BIM & Modeling
Autodesk Revit
AutoCAD
Rhinocero
Sketchup
Midas Gen
Naviswork
Tekla
- Graphic & Render
Enscape
Vray
Twinmotion
Adobe Photoshop
Adobe Illustrator
Adobe Indesign
D5 renderer
Lumion
Blender
- Other
Skills Languages
Drone Flying & Filmmig
QGIS
Hand-made Model
Microsoft Word
Microsoft Powerpoint
Microsoft Excel
- Mandarin
Native Speaker
- English
Advanced, IELTS 8.0
- Italian
A1 certificated, A2 progressing
PROFESSIONAL EXPERIENCES
Junior Designer
Fieldoffice Architects, Yilan, Taiwan
Project Guan-Pu Elementary School - Stadium Design ($4.7million budget):
- 3D modeling (rhino,Revit), structure modeling (rhino), construction drawing, building vidualization, physical working model,
- Running clash detection (Revit) to solve interferences between different systems.
- Meeting and disgussing detail with structure, air-condition, and lighting consultants.
Project Long-Shan Elementary School - Qunying Building Design (site area 23,098 m2, 4 storeys):
- On-site supervision of construction routinely, reviewing construction quality, problem solving.
Student Intern (full-time)
Fieldoffice Architects, Yilan, Taiwan
Project Guan-Pu Elementary School - Campus Planning & Design:
- Physical working model, Basic design development, Presetation,
Summer Intern (full-time)
AxB Architecture Studio (Chiu, Wen-Chieh Architect), Taipei, Taiwan
Project Hsinchu City Zoo:
- Physical Model Making, Basic design development
AWARDS / PUBLICATION / CERTIFICATES
“Inventing Schools, Una scuola grande come il mondo “,
Author: Barbara Coppetti, Elvio Manganaro. Team member of the project selected.
Thesis Award - Honorable Mention
National Cheng Kung University (NCKU) ,Tainan, Taiwan
IELTS Test, Overall 8.0
Europe Union Driver’s License, Category A2 & B
Certificated Drone Pilot
2023.02
2019.06
Linkedin link
2014.09 – 2019.06 2021.09 – 2023.10 2020.02 – 2021.0.7 2017.07 – 2018.02
– 2016.08
2016.07
Issued by Civil Aeronautics Administration Drone Office of Taiwan
Loop of Knowledge: A New Idea of BEIC Library in Milan Contents 1. 2. 3. 4. On Flow: A Modern Campus for Children Study Wtih Trees P.2 P.22 P.32 P.44 Into the Past Thesis project of MSc degree, Politecnico di Milano, 2022 - 2023 Project of Complex Construction Studio, Politecnico di Milano, 2022
experience, Fieldoffice Architects, Taiwan, 2019 - 2020
Work Project, Politecnico di Milano, 2022
Professional
Preservation
Loop of Knowledge
A New Idea of BEIC Library in Milan
Keyword: Library / Public / Sustainable
2023 | Academic Project
Graded with 110/110
Complex Construction Studio 2
Site: Porta Vittoria, Milan, Italy
Teamwork With:
Varshini Mysore Suresh
Ying-Shiu Lin
Instructors:
Maria Grazia Folli
Corrado Pecora
Giovanni Dotelli
Marco Imperadori
Lorenzo Pagliano
2
01
3
Master Plan
Site Strategy
Step 1
Step 2
Step 3
Step 4
4
Adapting the site horizontally
Create plazas to connect with underground railway
Respecting the surrounding context
Preserving the herizontal permeability
Ex-Macello
BEIC library Commercial Center
Linear Park
Entrance of Railway Station
Entrance of Railway Station
Linear Park
Design Concept
We have developed the idea of the library being a place where knowledge flows from the past to the future. We explored the narrative that the storage of knowledge is in a loop with the generation of new knowledge, which forms one of the major crux of the project.
The axis defined in our concept, is emphasized with a main circulation ramp starting from the ground floor and ascending to the panoramic room on the top west end of the building, which strategically inclines the vertical circulation system. This ‘loop of knowledge’ continuously loops from a traditional library floor system
Typical Floor Organization Diagram
Design Development
Step 1
Lifting the main volume to preserve permeability
Step 2
Ground access & the sunken plaza
(East) to a more innovative and simulating split floor (West) through this central ramp, which also forms the void in the building. To blur the lines between the interior and exterior, where greenery plays a huge role, we have integrated a continuous landscape mound inside the Northern end of the project into the Ground floor space, encouraging new ideas and enhancing a positive experience.
Continuing to have an evocative spatial experience, the visitor is first invited to experience the rich functionality of the ground floor leading to the sunken plaza. It births to a special public space, dividing the library resulting in clear communication to the passerby.
Conceptual Section Diagram “Loop of Knowledge Cycle“
Step 3
Define the cores and the “Loop of Knowledge“ circulation
Step 4
Functionality zoning
5
1. Viewing Terrace
2. Main Escalator to 2F
1. Bar
2. Lobby (B1)
3. 24hr Book Return
4. Sunken Plaza (B1)
5. Immaginarium
1. Book Shop
2. Lobby
3. Sunken Plaza
4. ASRS system (B2)
5. 24hr Study
1. Auditorium
2. ASRS System (Central Storage System)
6 1F GF
1 1 1 1 2 2 2 2 2 3 3 4 4 5 5 B1F B2F Urban-Approches Functions
7
Transversal perspective section
Art & Literature
Department
Individual Offices / Meeting Rooms
BEIC Forum Space
Humanities & Socialogy
Department
Periodically Display
Document Offices
Interdisciplinary
Thematic area
Science&Technology
Department
Periodically Display
Digital Department
Interdisciplinary
Thematic area
Multifunctional Public Area
Periodically Display
Adminitrative Office
Entrance of Library
Reception
8
6F 5.5F 4.5F 3.5F 2.5F 4F
BEIC Library Functions
a. Viewing Terrace (Free Study Zone)
b. Group Study Area
a. Interior Lanscape
b. Silent Reading Hall
a. Interior Lanscape
b. Silent Reading Hall
a. Interior Lanscape (Free Reading Area)
3F 2F a a a a b b b b
b. Group Srtudy Area
9
Elevation
East
Suspended Columns
Hat Frame Plate
Suspended Floors
Cores
RC
Ground Floor
Fundation
Structure Composition Daigram
10
Structure Composition & Analysis
Verification via MidasGen : TheFrame-likePlate(Suspendingtheupperbuildingvolume)
11
Structural Design - Tecnical Drawings
12
Service Design - HVAC System HVAC Plan 4th Floor HVAC ; HEATING, VENTILATION AND AIR-CONDITIONING SERVICES DESIGN FOR SUSTAINABLE BUILDINGS Phone Phone KEY PLAN OF HVAC ZONES IN TYPICAL FLOOR PLAN AHUMechanicalServiceAreawith &HeatPump AirTerminals:ReturnAir 4.5F 4F FanCoilUnits(FCU’s) AirTerminals:SupplyAir 4.5F Service Ducts 4F Service Ducts Supply Duct Return Duct Keyplan of HVAC Zone
Facade & Interior Technology
We observe better quality of useful daylight illuminance with the composition of our facade to let in light inside the building. The northen facade is more open to capture maximium sunlight, and people can also looking at green zone clearer. The southern facade is denser to diffuse harsh sunlight during peak hours. On the East-West axis, a transparent section is presented to emphasis the central void area that aligned with the sunken plaza. With
Grasshopper&Rhino, we developed a facade system that presents a wavy elevation. The calculation adapted Sin function to map and find an appropriate pattern according to interior uses. From the analysis diagram below, we can tell that after the facade is applied, a better result of UDI value(Useful Daylight Illuminace) is presented in the inner spaces then those originally on edges of each floor. We consequently adjust the interior function base on this analysis.
14
Double-Layer Facade Composition Diagram
Interior Space UDI value Analysis
UDI value 96% 6%
south elevation
the aluminum diffusing panels and glasses together creates a wavy character
350 350 350 350 435 435 75 75 3200 1 3000 800 2 3 4 5 7 11 14 A D B,C B 12 13 8 9 10 6 15
1. 20mm Finising Tile
2. Inner Facade Cladding
3. Hea 450 Beam
4. Steel Dry Wall Structure
5. 220mm Suspended Cable
6. 80mm KNAUF Insulation
7. Curtain Galss System
8. Vetilation Air Cavity
9. Zinc-Coated Steel Grating Plate (Maintainance Coridoor)
10. HEA 100 I-Beam (supporting seconday facade)
11. 85mm*50mm Facade Mullion
12. 15mm THK Alluminum Backing layer
13. Steek Connecting Plate
14. Alternating Glass&Alluminum Facade
A.
C.
D.
B. Laminated Wood Strips Alluminum Panels Concrete with Recycled Aggregate Low-E Value Glass
16
Interior Landscape & Casual Study Space
Lobby & Bookstore
Sunken Plaza & Cetral Atrium
Periodically Display Area
17
East End Corridor (3-5F)
North Side Corridor (3-6F)
18
1/50 Detail Section Model
19
1/200 Section Model
20
21 Longitudinal perspective section
On Flow
A Modern Campus for Children
2022 / Academic Project
Graded 30/30 con Laude
Complex Construction Studio 1
Site: Via Rimini 25/8, Milan, Italy
Teamwork With:
Le-Xuan Lim
Elizabeth Farias
Diana Kuzina
Instructors:
Francesca Claudia Maria Belloni
Grigor Angjeliu
Claudio Mirarchi
Keyword: Campus / Park / Sustainable The
22
02
On Flow Project is featured in “Inventing School“ E-book
23
About Site
The project site is located inbetween a wide green park and large residental area. Also, it is located in the middle of two metro station. It is clear that the project site is an important transition spot of the surrouding neiborhood. Hence, it is important that how to control the privacy of the schools and domestic zone. The site planning strategy starts with adaptation of the surrouding urban context. Secondly, we redefine the access points and circulation of the park and the new campus in order to clearly define the private and public territory. Lastly, to reflect the large green zone next the site and for edcuational/environmental purposes, an enclosed cetral yard in developed in the project
Site Plan
Adapting the surrouding context
2
Redefining the entrance&circulaition
Reflecting the green zone
24
1. Romolo metro station
2. Bus station
3. Project Site
Strategy
Strategy1 1 2 8 5 6 3 4 7 7 5 5 Strategy
4. School Dormitory
3
5. Residential buildings
6. Park
7. Commercial & Office
8. Famagosta metro station
Design Development
Step 1
Initial form with central yard and basic circulation
Step 2
Adapting the urban context with an angle cutting
Step 3
Define the Functional units
Step 4
Arranging classroom units & preserving exsiting tress
Step 5
Arraging the entrance to connect with city
25
26
Plan GF A A
Sections AA
RC Flooring
Low carbon cement Recycled aggregate
Shear Walls
Reinforced concrete Double layerd rebar
Steel Framework
Primary: HE800 & 500
Secondary: IPE220 & 330
Foundation
Isolate RC Foundation
27
Explode
Diagram of Structure Composition
Structure Analysis
SLAB CONSIDERING 1M SPAN ONE WAY SLAB SLAB THICKNESS: 150MM CONCRETE CLASS: 30 GENERAL GRID 3M X 3M Grids are adjusted in their multiples and in some spaces created cantilever and large spans up to 15m. COLUMN FREE SPACE Our main idea is to create column free space with open plan layout for better movement of the users. SLAB CONSIDERING 1M SPAN ONE WAY SLAB SLAB THICKNESS: 80MM CONCRETE CLASS: 25 +3.4M FROM GROUND BEAM SPACES OTHER THAN SECTIONS SECONDARY BEAM: IPE 330 STEEL CLASS: 355 BEAM SECTIONS MEZZANINE SECONDARY BEAM: IPE 220 STEEL CLASS: 355 BEAM SECTIONS DOUBLE PRIMARY BEAM: HE 550 M STEEL CLASS: 355 BEAM SPACES OTHER THAN SECTIONS SIMPLE PRIMARY BEAM WITH CANTILEVER: HE 500 A STEEL CLASS: 355 3 4 5 6 7 8 9 10 12 14 A B C D E F G H I J K L M N P R S T 1 2 13 11 U 3 4 5 6 7 8 9 10 12 14 A B C 1 2 13 11 B 6 5 C D E 10 9 C D 14 12 13 11 F G E H 3 5 4 D F G E H 6 5 C D E 2 3 B C D F E 14 12 10 9 C D 13 11 F G E H ARCHITECTURAL DESIGN FOR COMPLEX CONSTRUCTIONS STUDIO 1 00 0 10 M 2 4 ARCHITECTURAL DESIGN FOR COMPLEX CONSTRUCTION STUDIO 1 FARIAS ELIZABETH, KUZINA DIANA, LIM LE XUAN, LIN YU-HENG ON FLOW INTERACTIVE KINDERGARTEN 01 CONSIDERING 1M SLAB +3.4M FROM GROUND +4.4M FROM GROUND SECONDARY SPACES OTHER SIMPLE PRIMARY BEAM WITH CANTILEVER: P R S T U B 3 4 5 6 7 8 9 10 12 14 A B C D E F G H J K L M N P R S T 1 2 13 11 U B D E 5 C D E 2 B C D F E ARCHITECTURAL DESIGN FOR COMPLEX CONSTRUCTIONS STUDIO 1 student, student, student, student projectprojectareaarea STRUCTURAL DESIGN ARCHITECTURAL DESIGN FOR COMPLEX CONSTRUCTION STUDIO 1 FARIAS ELIZABETH, KUZINA DIANA, LIM LE XUAN, LIN YU-HENG ON FLOW VIA RIMINI 25/28 1:200 INTERACTIVE KINDERGARTEN
Total Loads = 182kN Pillar (GF-D2) 178.8kN Beam - 89.1kN L=3m Beam - 89.1kN L=3m •Column load diagram Total Loads = 42kN Pillar (MZ) - 37.6kN Beam - 37.2kN L=2.3m •Column load diagram COLUMN SECTIONS COLUMN CHOSEN: HEA220 STEEL CLASS: 355 COLUMN SECTION MEZZANINE COLUMN CHOSEN: HEA100 COLUMN SPACES OTHER THAN SECTIONS COLUMN CHOSEN: HEA140 Total Loads = 968kN Pillar (GF-H11) - 470kN Pillar (1F-H11) 470kN Beam - 462.8kN L=7.5m •Column load diagram 470kN 470kN 968kN 2 3 4 5 6 7 8 9 10 12 14 2 13 11 B 3 4 5 6 7 8 9 10 12 14 2 1 +0.00 13 11 2 3 B C D F E 12 10 9 C D F G 14 13 11 E H 6 5 C D E 3 4 5 6 7 8 9 10 12 14 2 1 +4.50 +8.32 13 11 STEEL CONNECTION Total Loads = 182kN Pillar (GF-D2) 178.8kN Beam - 89.1kN L=3m Beam - 89.1kN L=3m •Column load diagram Total Loads = 42kN Pillar (MZ) - 37.6kN Beam - 37.2kN L=2.3m •Column load diagram COLUMN SECTIONS COLUMN CHOSEN: HEA220 STEEL CLASS: 355 COLUMN SECTION MEZZANINE COLUMN CHOSEN: HEA100 STEEL CLASS: 235 COLUMN SPACES OTHER THAN SECTIONS COLUMN CHOSEN: HEA140 STEEL CLASS: 355 SECONDARY BEAM SECONDARY BEAM STEEL PLATE STEEL PLATE Total Loads = 968kN Pillar (GF-H11) - 470kN Pillar (1F-H11) 470kN Beam - 462.8kN L=7.5m •Column load diagram 470kN 470kN 968kN 2 3 4 5 6 7 8 9 10 12 14 2 13 11 B A 3 4 5 6 7 8 9 10 12 14 2 1 +0.00 13 11 2 3 B C D F E 12 10 9 C D F G 14 13 11 E H 6 5 C D E 3 4 5 6 7 8 9 10 12 14 2 1 +4.50 +8.32 13 11 Total Loads = 182kN Pillar (GF-D2) - 178.8kN Beam - 89.1kN L=3m Beam - 89.1kN L=3m •Column load diagram Total Loads = 42kN Pillar (MZ) - 37.6kN Beam 37.2kN L=2.3m •Column load diagram COLUMN SECTIONS COLUMN CHOSEN: HEA220 STEEL CLASS: 355 COLUMN SECTION MEZZANINE COLUMN CHOSEN: HEA100 COLUMN SPACES OTHER THAN SECTIONS COLUMN CHOSEN: HEA140 DOUBLE MAIN BEAM MAIN BEAM END PLATE END PLATE DOUBLE MAIN BEAM STEEL PLATE DOUBLE ANGLE DOUBLE ANGLE Total Loads = 968kN Pillar (GF-H11) 470kN Pillar (1F-H11) - 470kN Beam - 462.8kN L=7.5m •Column load diagram 470kN 470kN 968kN GROUND A-A B-B S T U 3 4 5 6 7 8 9 10 12 14 2 1 +0.00 13 11 2 3 B C D F E 12 10 9 C D F G 14 13 11 E H 6 5 C D E 3 4 5 6 7 8 9 10 12 14 2 1 +0.00 +8.32 13 +2.37 11 DESIGN INTERACTIVE KINDERGARTEN BEAM TO BEAM SHEAR CONNECTION STEEL CONNECTION Total Loads = 182kN Pillar (GF-D2) - 178.8kN Beam - 89.1kN L=3m Beam - 89.1kN L=3m •Column load diagram Total Loads = 42kN Pillar (MZ) - 37.6kN Beam 37.2kN L=2.3m •Column load diagram COLUMN SECTIONS COLUMN CHOSEN: HEA220 STEEL CLASS: 355 COLUMN SECTION MEZZANINE COLUMN CHOSEN: HEA100 STEEL CLASS: 235 COLUMN SPACES OTHER THAN SECTIONS COLUMN CHOSEN: HEA140 STEEL CLASS: 355 SECONDARY BEAM SECONDARY BEAM DOUBLE MAIN BEAM MAIN BEAM MAIN BEAM SECONDARY BEAM END PLATE END PLATE SECONDARY BEAM DOUBLE MAIN BEAM STEEL PLATE STEEL PLATE DOUBLE ANGLE DOUBLE ANGLE Total Loads = 968kN Pillar (GF-H11) 470kN Pillar (1F-H11) - 470kN Beam - 462.8kN L=7.5m •Column load diagram 470kN 470kN 968kN GROUND A-A B-B S T U 3 4 5 6 7 8 9 10 12 14 2 1 +0.00 +8.32 13 +2.37 11 2 3 B C D 12 10 9 C D G 14 13 11 6 5 C D E 3 4 5 6 7 8 9 10 12 14 2 1 +4.50 +8.32 13 +2.37 11 DESIGN INTERACTIVE KINDERGARTEN COLUMN TO BEAM MOMENT CONNECTION BEAM TO BEAM SHEAR CONNECTION BEAM TO COLUMN SHEAR CONNECTION STEEL CONNECTION Total Loads = 182kN Pillar (GF-D2) - 178.8kN Beam - 89.1kN L=3m Beam - 89.1kN L=3m •Column load diagram Total Loads = 42kN Pillar (MZ) - 37.6kN Beam 37.2kN L=2.3m •Column load diagram COLUMN SECTIONS COLUMN CHOSEN: HEA220 STEEL CLASS: 355 COLUMN SECTION MEZZANINE COLUMN CHOSEN: HEA100 STEEL CLASS: 235 COLUMN SPACES OTHER THAN SECTIONS COLUMN CHOSEN: HEA140 STEEL CLASS: 355 SECONDARY BEAM SECONDARY BEAM DOUBLE MAIN BEAM MAIN BEAM MAIN BEAM MAIN BEAM MAIN BEAM MAIN BEAM MAIN BEAM SECONDARY BEAM END PLATE END PLATE SECONDARY BEAM COLUMN COLUMN COLUMN COLUMN DOUBLE MAIN BEAM STEEL PLATE STEEL PLATE DOUBLE ANGLE DOUBLE ANGLE DOUBLE ANGLE DOUBLE ANGLE Total Loads = 968kN Pillar (GF-H11) 470kN Pillar (1F-H11) - 470kN Beam - 462.8kN L=7.5m •Column load diagram 470kN 470kN 968kN GROUND A-A B-B S T U 3 4 5 6 7 8 9 10 12 14 2 1 13 11 2 3 B C D F E 12 10 9 C D F G 14 13 11 E H 6 5 C D E 3 4 5 6 7 8 9 10 12 14 2 1 13 11 00 DESIGN 0 10 M 2 4 ON FLOW INTERACTIVE KINDERGARTEN 02
29 SLAB CONSIDERING 1M SPAN ONE WAY SLAB SLAB THICKNESS: 150MM CONCRETE CLASS: 30 GENERAL GRID 3M X 3M Grids are adjusted in their multiples and in some spaces created cantilever and large spans up to 15m. COLUMN FREE SPACE Our main idea is to create column free space with open plan layout for better movement of the users. SLAB CONSIDERING 1M SPAN ONE WAY SLAB SLAB THICKNESS: 80MM CONCRETE CLASS: 25 +3.4M FROM GROUND +4.4M FROM GROUND BEAM SPACES OTHER THAN SECTIONS SECONDARY BEAM: IPE 330 STEEL CLASS: 355 BEAM SECTIONS MEZZANINE SECONDARY BEAM: IPE 220 STEEL CLASS: 355 BEAM SECTIONS DOUBLE PRIMARY BEAM: HE 550 M STEEL CLASS: 355 BEAM SPACES OTHER THAN SECTIONS SIMPLE PRIMARY BEAM WITH CANTILEVER: HE 500 A STEEL CLASS: 355 B B A 4 5 6 7 8 9 10 12 14 13 11 B B A 6 5 C D E 10 9 C D 14 12 13 11 F G E H 3 5 4 D F G E H 6 5 C D E 2 3 B C D F E 14 12 10 9 C D 13 11 F G E H CONSTRUCTIONS STUDIO 1 project area 00 project area STRUCTURAL DESIGN 0 10 M 2 4 CONSTRUCTION STUDIO 1 YU-HENG ON FLOW VIA RIMINI 25/28 1:200 INTERACTIVE KINDERGARTEN 01 SLAB CONSIDERING 1M SPAN ONE WAY SLAB SLAB THICKNESS: 150MM CONCRETE CLASS: 30 GENERAL GRID 3M X 3M Grids are adjusted in their multiples and in some spaces created cantilever and large spans up to 15m. COLUMN FREE SPACE Our main idea is to create column free space with open plan layout for better movement of the users. SLAB CONSIDERING 1M SPAN ONE WAY SLAB SLAB THICKNESS: 80MM CONCRETE CLASS: 25 +3.4M FROM GROUND +4.4M FROM GROUND BEAM SPACES OTHER THAN SECTIONS SECONDARY BEAM: IPE 330 STEEL CLASS: 355 BEAM SECTIONS MEZZANINE SECONDARY BEAM: IPE 220 STEEL CLASS: 355 BEAM SECTIONS DOUBLE PRIMARY BEAM: HE 550 M STEEL CLASS: 355 BEAM SPACES OTHER THAN SECTIONS SIMPLE PRIMARY BEAM WITH CANTILEVER: HE 500 A STEEL CLASS: 355 B B A 4 5 6 7 8 9 10 12 14 13 11 B B A 6 5 C D E 10 9 C D 14 12 13 11 F G E H 3 5 4 D F G E H 6 5 C D E 2 3 B C D F E 14 12 10 9 C D 13 11 F G E H CONSTRUCTIONS STUDIO 1 project area 00 project area STRUCTURAL DESIGN 0 10 M 2 4 CONSTRUCTION STUDIO 1 YU-HENG ON FLOW VIA RIMINI 25/28 1:200 INTERACTIVE KINDERGARTEN 01 SLAB CONSIDERING 1M SPAN ONE WAY SLAB SLAB THICKNESS: 150MM CONCRETE CLASS: 30 GENERAL GRID 3M X 3M Grids are adjusted in their multiples and in some spaces created cantilever and large spans up to 15m. COLUMN FREE SPACE Our main idea is to create column free space with open plan layout for better movement of the users. SLAB CONSIDERING 1M SPAN ONE WAY SLAB SLAB THICKNESS: 80MM CONCRETE CLASS: 25 +3.4M FROM GROUND BEAM SPACES OTHER THAN SECTIONS SECONDARY BEAM: IPE 330 STEEL CLASS: 355 BEAM SECTIONS MEZZANINE SECONDARY BEAM: IPE 220 STEEL CLASS: 355 10 12 14 13 11 A 10 12 14 13 11 A 6 5 C D E 10 9 C D 14 12 13 11 F G E H 3 5 4 D F G E H 6 5 C D E SLAB CONSIDERING 1M SPAN ONE WAY SLAB SLAB THICKNESS: 150MM CONCRETE CLASS: 30 GENERAL GRID 3M X 3M Grids are adjusted in their multiples and in some spaces created cantilever and large spans up to 15m. COLUMN FREE SPACE Our main idea is to create column free space with open plan layout for better movement of the users. SLAB CONSIDERING 1M SPAN ONE WAY SLAB SLAB THICKNESS: 80MM CONCRETE CLASS: 25 +3.4M FROM GROUND BEAM SPACES OTHER THAN SECTIONS SECONDARY BEAM: IPE 330 STEEL CLASS: 355 BEAM SECTIONS MEZZANINE SECONDARY BEAM: IPE 220 STEEL CLASS: 355 10 12 14 13 11 A 10 12 14 13 11 A 6 5 C D E 10 9 C D 14 12 13 11 F G E H 3 5 4 D F G E H 6 5 C D E SLAB CONSIDERING 1M SPAN ONE WAY SLAB SLAB THICKNESS: 150MM CONCRETE CLASS: 30 GENERAL GRID 3M X 3M multiples and in some spaces created cantilever and large spans up to 15m. COLUMN FREE SPACE Our main idea is to create column free space with open plan layout for better movement of the users. SLAB CONSIDERING 1M SPAN ONE WAY SLAB SLAB THICKNESS: 80MM CONCRETE CLASS: 25 6 10 9 C D 14 12 13 11 F G E H Total Loads SPACES MAIN BEAM SECONDARY BEAM END PLATE +8.3M FROM GROUND STRUCTURAL SECTION A-A STRUCTURAL SECTION B-B 3 4 5 6 7 8 9 10 12 14 2 1 +0.00 13 +4.50 +8.32 +2.37 11 T U B A +0.00 B C D E F G H J K L M N I P R S T +4.50 +8.32 +2.37 U 2 B C D F E ARCHITECTURAL DESIGN FOR COMPLEX CONSTRUCTIONS STUDIO 1 student, student, student, student project projectareaarea STRUCTURAL DESIGN ARCHITECTURAL DESIGN FOR COMPLEX CONSTRUCTION STUDIO 1 FARIAS ELIZABETH, KUZINA DIANA, LIM LE XUAN, LIN YU-HENG ON FLOW VIA RIMINI 25/28 1:200 INTERACTIVE KINDERGARTEN Total Loads = 182kN Pillar (GF-D2) - 178.8kN L=3m L=3m SPACES OTHER THAN COLUMN CHOSEN: STEEL DOUBLE MAIN MAIN BEAM SECONDARY BEAM END PLATE STEEL PLATE DOUBLE ANGLE +8.3M FROM GROUND STRUCTURAL SECTION A-A STRUCTURAL SECTION B-B 3 4 5 6 7 8 9 10 12 14 2 1 +0.00 13 +4.50 +8.32 +2.37 11 R S T U B A +0.00 B C D E F G H J K L M N I P R S T +4.50 +8.32 +2.37 U 2 3 B C D F E ARCHITECTURAL DESIGN FOR COMPLEX CONSTRUCTIONS STUDIO 1 student, student, student, student project projectareaarea STRUCTURAL DESIGN ARCHITECTURAL DESIGN FOR COMPLEX CONSTRUCTION STUDIO 1 FARIAS ELIZABETH, KUZINA DIANA, LIM LE XUAN, LIN YU-HENG ON FLOW VIA RIMINI 25/28 1:200 INTERACTIVE KINDERGARTEN
1. Metal clap flashing
2. Insulation
3. Water control membrane
4. Gravel
5. Vapor barrier
6. Thermal insulation
7. Concrete slab 150mm
8. HE 500M I-beam
9. White plaster
10. Silbonit fiber cement panels
11. Air cavity
12. Steel stud
13. KNAUF EPS Thermal Insulation
14. Vapor Barrier
15. C channel steel stud
16. Rockwwol frontrock insulation
17. KNAUF GKB board
18 Paint
19. Yellow paint
20. Silbonic fiber cement system
21. Wood
22. Double layer low E glaze
23. Wood finishing
24. Screed 8cm
25. Concrete slab 10cm
26. IGLU system
1 2 11 12 13 15 16 16 17 18 15 19 22 23 24 25 26 20 23 14 3 4 5 6 7 8 30 Detai Section
31
1/200 Model
1/200 Model
1/50 Section Model
Study With Trees
Long-Shan Elementary School - QunYing Building Design & Construction
Keyword: Campus / Community / Greenzone
2021 / Professional Project
Fieldoffice Architects
Site: Long-Shan Elementary School, Hsinchu, Taiwan
Project Area: 23,098m2
Contribution:
On-Site Coordinator
Routinely supervising of construction quality
Construcion drawings: Sections, Landscape
Design development: Drawings, Working Model
BIM Modeling
Building Visualization
Photography
03
32
33
Co-living with Old Trees
Long-Shan elementary school, a scholl that has a history of almost 100 years, is strongly connected with surrouding community and famous for its incerdible natural landscapes. Hence, the aims of the new Qunying Building design are:
1. Preserving the exsisting old trees on site
2. Ensuring the permeability of the path from the north to south shool gates.
3. Connecting the exsisting two campus buildings on the east and west.
To avoid hitting old trees, the main volume of the new Qunying Building twists itself into some angles, at the same time open up itself for the entrances on the north and south. At the north side, the building directly opens to a school gate, and the newly designed path leads people to a communal temple, where parents can wait for picking up their children after school. An arm-like bridge strechs out on the south side of the building, leads the students directly to the front gate of the school.
34
Top view of the new Qunying Building
35 GF Plan 3. 9. 9. 6. 6. 6. 1. 7. 8. 2. 5. 5. 4. 4. 4. 5.
1. Communal temple
2, School gate & plaza (North)
3. Library
4. Office
5. Classroom
6. Exsisting large old trees
7. Track and field
8. School gate (South)
9. Exsisting campus buildings to be connected
Study within Greenery
The one main theme of the project is trees and green zone. We believed that only in the natural environment that children can truly grow up happily. Therefore, with the twisted building volume of new Quinying Building, the three main groups of exsisting old trees
are sensible in every corner of the projects. Also, the opened corridors on each floor bring clear views of the sorrounding to the students. While children passing through each path, they can see the greenery, enjoy the natural landscape, and play within it.
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working model of the project (GF)
Bird view of the Project (taken by drone)
37 Plan 4F Plan 3F Plan 2F Plan 1F
Flowing with the Wind
Another aim of this project is to maintain the transparency of the facade in order to bring in fresh air and enhence the performance the heat transfer. However, Hsinchu, where the project located in, is a city famous of its strong wind. Thus, to provide
necessary shelter for the kids, we develped the human-scaled wind shelting walls on each windy spots. Cladded with mosaic that mimic the tree patterns, the shelting walls creates an interesting rhythm on facade.
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Bird view of the south facade
Working Model. view of the south facade
B A 39
The Grand staircase on terrace is a gathering space for students. The semi-outdoor design enables wind to flow through
The human-scaled green walls serve as wind blocking units. Providing nessecery shlters for students.
Section BB
Section AA
Connection with the Neighborhood
The Quinying building is located next to the north school gate, which is important for students to get home. Hence, to ensure the permeability, we develped a widely-opened ground floor and a directional bridge
to cross the track of sports field on1st floor. With the connection, the main path from south to north can be clearly understand, and students can freely access th building while sport activities happens below.
View of the corridor connecting to the south gate of school
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Viewthe of bridge croossing the track
The opened main corridor enable people and wind to freely pass through. The smoothly-decended landscape links the different altitudes.
C D 41
The main stairs leads people passing by the 1st floor, going through the greenery
Section DD
Section CC
Me checking the concrete cover depth
Me checking the verticality of formworks before concrete casting
Me checking the interval of rebars of floors
Me checking the results of Setting Out
Me checking intervals of rebars of walls
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Me reviewing the torsion testing of rebars on columns
Construction Reviewing & Coordinating
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Construction Drawings
Into the Past
Preservation Project in Cornello dei Tasso
Keyword: Photogrammetry / Drone Filming / Pointcloud
2022 / Academic Project
Preservation Studio
Site: Cornello dei Tasso, Bergamo, Italy
Teamwork With:
Teadora Matei
Juila K. Wisniewska
Karla G. Hhvidsten
Instructors:
Sonia Pistidda
Francesco Fassi
Matteo Bruggi
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04
To Survey an Historical Site with Advance Technology
Coernello dei tasso, lacated in Bergamo, a famous middle-age village that once was extremely popular for being on the main trading route in the past. As time goes by, the villagers gradually moved out of the town and left the village isolated in the mountains.
In the preservation studio of Politecnico di Milano, we learned to use advanced analysing techniques to try to inverstigate the built
enviroment of this town. With the help of UAV(drone), we did the photogrammetry of the village and scan the landscape of it. Through the result, we can trace the altitude information and built precise 2D orthomosaic from the top view. Futhermore, we also are able to precisely build the 3D model of the town, to assist the works on preservation and intervention.
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Point Cloud based 3D model of Cornello dei Tasso
Landscape Topography diagram
Orthophoto from the top of cornello dei Tasso
Orthophoto of a Facade in cornello dei Tasso