Yu-Heng Cheng | Portfolio

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2021-2025

MSc Tu Delft

BSc University of Queensland

Yu-Heng Cheng

Portfolio

“Architecture is the trace we leave behind — a quiet gesture to mark our presence in time.”

Marvin

chengyuheng0610@gmail.com +31 645311131

EDUCATION

Delft University of Technology MSc Architecture

The University of Queensland Bachelor of Architectural Design

PROFESSIONAL EXPERIENCE

Junior Architect Bio-architecture Formosana

Architecture Intern AUD Group

Architecture Intern Li Wan Architect

Interior Design Assistant T.H Design Studio

SKILLS

Software

Revit | Rhinoceros 3D | Grasshopper | AutoCAD | Sketchup

D5 Render|Lumion|Enscape| Photoshop|Illustrator | Indesign | Lightroom|Figma

Karamba3D | Forma | CFD | QGIS

Languages

English - Fluent

Mandarin - Fluent

CONTENTS.

Architectural Projects

Ngurruwarra: Roots of the Spirit

Art Museum

When the Facade Begins to Move Public Condenser

Human Terrace Mixed-Use Residental Building

Architectural Engineering

Green Hubs

Mobile Community Folly

Jurassic Arks

Glass Structure Museum

Ngurruwarra: Roots of the Spirit

Mornington Island, Australia

June 2022

Type: Art Centre, Individual Work

Supervisor: Liz Brogden, l.brogden@uq.edu.au

As Aboriginal culture in Australia continues to fade, the community of Mornington Island urgently needs a cultural and art centre to safeguard, express, and pass down its heritage. This project is to design a building for the Mirndiyan Gununa Arts Center. It places the identity at its core, exploring how architecture can support the preservation and transmission of Indigenous cultural values across generations.

“Ngurruwarra,” meaning “root” in the Lardil language, symbolizes architecture as the origin of culture—a deep connection between land and spirit. This building is conceived as something born from the land itself, a vessel that not only carries memory, but actively reanimates it through dance, art, language, and shared community practices.

Research revealed a lack of space for creative practice and cultural transmission on the island. This project envisions an art centre where Indigenous artists can create, learn, and share their heritage—while communicating cultural values to the public. Rooted in identity, the design unfolds across three scales: ritual mapping, spatial grounding, and cultural embedding.

Framework | Designing Identity Across Scales

Ritual Mapping

Grounding Actions in Space

Embedding Culture into Structure

Articulating the process of identity transformation—Separation, Liminality, and Reintegration— through a spatial framework that stages cultural transition.

Translating user behaviors and cultural practices into spatial character and atmospheric quality.

Reinterpreting indigenous values through material expression and tectonic detail to embed culture into the built form.

Scale 2 |Grounding Actions in Space

Rituals act as a means of reshaping identity. Users pass through three symbolic stages: separation from their roles, immersion in a liminal space of cultural creation, and reintegration into the community with renewed identity. Through spaces of separation, creation, and reintegration, the architecture guides users on a sensory journey—shifting from dark to light, rough to smooth, enclosed to open.

Transitional Corridor
Atelier Garden Workshop
Exhibition Hall
Entrance Hall
Workshop Yard Gallery
Womens’s Atelier

Exhibition

Hall

Garden & Water Reservoir

Transitional Corridor

Atrium

Program & Circulation

Program and circulation are directly shaped by scale 1 - rituals mapping. The circulation embodies ritual transitions — moving users through stages of separation, liminality, and reintegration. The spatial journey begins with a transitional corridor, inviting users to leave behind their everyday roles and enter a state of separation. Within the liminal zone—the painting studio and workshop—cultural identity is shaped through acts of creation. The journey culminates in the exhibition space, where these expressions are reintegrated and offered to the wider public.

Men’s Atelier
Learning Studio
Rehearsal Hall
Entracne

Workshop

Transitional Corridor

Scale 3 |Embedding Culture into Structure

Art-Integrated Structures

T-shaped Steel Bar welded to 45mm steel base plate and bolted to precast concrete slab and reinforced concrete framed

Art-Integrated Concrete Bricks Steel Frame

T-shaped Steel Plate

Unequal angle

Steel Rods

20mm Diameter steel rods welded to unequal steel angles to allow bricks to slot onto them and is hidden

Mortar Joint

Joints perforated concrete bricks slightly recessed to allow assemble

for Steel Rods

Precast Concrete Slab
Cover
Concrete Tile
Concrete Floor
Concrete Slab

When the Facade Begins to Move

Feburary 2025

Type: Public Condenser, Individual Work

Supervisor: Sang Lee, Ger Warries, Antonio Cantero Copenhagen, Denmark

The public condenser in Haraldsgade serves as a dynamic hub, promoting social interaction and physical well-being through the concept of fluidity. Adaptable design elements—such as movable walls, dynamic facades, and interactive features—create an environment where spontaneous social engagement and smooth transitions between indoor and outdoor spaces are encouraged. Rooted in biophilic principles, the design incorporates natural ventilation, daylighting, and green spaces to enhance both environmental and human health. This flexible framework dissolves barriers to interaction, fostering stronger community connections and cultivating a healthier, more cohesive urban experience.

Copenhagen| Air Ventilation & Pollution

Headache and anxiety (SO2) Impacts on the central nervou system (PM)

Cardiovascular diseases (PM, O3, SO2)

Irritation of eyes, nose and throat

Breathing problems (O3, PM, NO2, SO2, BaP)

Respiratory impacts: irritation & infections; asthma & reduced lung function; COPD (PM); lung cancer (PM, BaP) Impacts on liver, spleen and blood (NO2)

Pollutant From Indoor Environment

Haraldsgade | Hidden Communities

Site |Disjunction of Resident–Worker Trajectories

In Haraldsgade, air pollution, poor indoor environments, and social isolation threaten public health. Buildings lack fluidity and ventilation, while spaces like Bolsjefabrikken remain culturally potential yet socially detached. This calls for a new public architecture that improves air quality, enhances visibility, and fosters cultural exchange across social boundaries.

Bolsjefabrikken

Kinetic Facade Design| Bimmimetics Concept

Morphology

A smart motor regulates fin rotation, opening in response to inadequate airflow and closing to mitigate direct solar exposure.

Guard cells control stomatal aperture by altering turgor via osmotic pressure, opening at low CO2 or high humidity for gas exchange.

Design

The kinetic façade enhances daylight and ventilation through axis-rotating fins that modulate solar gain and airflow. Sensors track indoor and outdoor conditions, transmitting data to a central controller that synchronizes system performance.

Facade Outward Expansion - Daylighting

Form follow the program

Tilted or rotated to maximize solar exposure.

Facade Outward Expansion - Aerodynamic Optimization

Facade Inward Expansion - Evaluating Indoor Comfort

Soften the building edges

First Floor (With the Bridge)
First Floor (Without the Bridge)
Fillet Angle (150, 200)
Fillet Angle (150, 450)
1. Group Workshop
2. Reception
3. Waiting Area
4. Dance Studio
5. Library 6. Reading Lounge
7. Resting Area
8. Storage 9. Outdoor Garden
Dance Studio
Outdoor
Atrium Green Corridor
Garden
Kinetic Facade
Curtain Wall
Corridor
Glulam Beam CLT Column
CLT Slab

Substrate for extensive roofs

Stable polypropylene fiber filter sheet

Polyethylene drainage and water retention element

Protection and water retention mat

Plasticized PVC thermoplastic membrane

Non-woven polyester geotextile felt

Extruded polystyrene thermal insulation

Polyethylene vapor barrier film, thickness = 0.15 mm

Light leveling mortar, concrete for slope formation

CLT Slab

Roof edge finish made of folded hot-dip galvanized steel sheet, thickness = 2.5 mm

Insulating glass composed of 8 mm tempered glass and a 16 mm dehydrated air chamber

Aluminium panel

Vertical batten

Sheathing

Water proof membrane thermal insulation

Stable polypropylene fiber filter sheet

Polyethylene drainage and water retention element

Protection and water retention mat

Plasticized PVC thermoplastic membrane

Non-woven polyester geotextile felt

Extruded polystyrene thermal insulation

Polyethylene vapor barrier film, thickness = 0.15 mm

Light leveling mortar, concrete for slope formation

CLT Slab

slab edge finishing plate welded perpendicularly to slab edge plate

Curtain

Glass secured to structure using S275 steel angle

Insulating glass composed of 8 mm

tempered glass and a 16 mm dehydrated air chamber

Air supply system via linear diffuser

Continuous suspended acoustic plasterboard ceiling

Aluminium Frame Glass fin

Actuator Mount

Maintenance walkway made of grating

Suspended ceiling fastening system

Kinetic Façade Integrated with Mechanical Ventilation

Human Terrace

Amsterdam, The Netherlands

February 2024

Type: Mixed-Use Building, Group Work (with Jermo van Bijsterveldt)

Supervisor: Inara Nevskaya, Dick Baggerman

The primary objective of the project is to infuse the building with vibrancy and a human-scale perspective, fostering closer connections among residents. This goal is pursued by incorporating intertwined collective spaces into the design, providing opportunities for social interaction and community engagement. Key design principles, such as human scale and the inclusion of terraces, have been integrated to ensure a seamless and harmonious architectural composition. Through these thoughtful design elements, the project aims to create a living environment that is not only aesthetically pleasing but also promotes a sense of community and interconnectedness among its residents.

Create Openings

Private | Collective | Public

Program Distribution

Climate responsiveness and regenerative design

The master plan defines the building’s functions—parking, residential apartments, and commercial spaces—to meet diverse community needs. By integrating collective spaces and terraces, the design emphasizes human scale and fosters social interaction, aiming to create an environment that is both aesthetically harmonious and supportive of community cohesion.

Building Form Development

Original Mass
Hiding Parking Garage

Within the constraints of the limited site, the building is carefully organized into three primary functions: commercial spaces, residential apartments, and parking facilities. The commercial program is concentrated along the street frontage, activating the ground level and creating a lively edge for pedestrians. Residential units are positioned above, benefitting from privacy and natural light, while maintaining a strong connection to the urban context. The parking area, strategically set back from the street, ensures that it does not dominate the public realm, thereby allowing the ground floor to remain open, vibrant, and socially engaging.

Ground Floor Plan
7th Floor

Type 2: 10 units 56 m2 1 bedroom

Type 5: 20 units 63 m2 1.5 bedroom

Type 11: 38 units 66 m2 1 bedroom

Type 12: 17 units 96 m2 2.5 bedroom

Diagram

Balcony Strategy | Privacy and Human Scale

The tower design introduces balconies to every apartment, carefully arranged to preserve privacy while avoiding direct adjacency between neighboring units. The configuration maintains a sense of human scale by limiting continuous wall height to two storeys, creating a façade that reads as a staggered composition rather than a monolithic surface. The final arrangement emerged through a series of trials and adjustments, balancing individual resident needs with the coherence of the overall architectural expression.

Construction Process

The structure consist of clt beam, colum and concrete load-bearing wall.

Attaching cantilevers to the main structures

Building the exterior wall after the panel is placed

Repeating the previous steps until the whole building is completed

CLT panels are overlaid on the top of the beam and column
Lastly, installing the wood sliding panel and glass balustrades to the baclony
1. Structure
4. Exterior wall
2. Cantilever
5. Repeat
3. CLT panel
6. Balcony

Water

100 mm thermal insulation

50 mm thermal insulation

50 mm Chipping infill

Vapour barrier

200 mm cross laminated timber

Suspended ceiling

50mm Glaswol sound insulation

Sectional Perspective

20mm aluminium panel

Vertical batten

Sheating

Water proof membrane

150mm thermal insulation

Vapour barrier

Cross laminated timber beam

10mm plasterboard

Detail B

3. Floor structure

25mm concrete slab

25mm heating pipe

50mm thermal insulation

A

Vapour barrier

200 mm cross laminated timber

Suspended ceiling

50mm Glaswol sound insulation

1. Roof Structure
2. Beam structure

C

5. Balcony beam structure

20mm wood panel

Vertical batten

Sheating

Water proof membrane

150mm thermal insulation

Vapour barrier

Cross laminated timber beam

Detail Section

Detail

Green Hub

Delft, Netherlands

February 2024

Type: Mobile Community Folly, Demountable Structure

Collab: Ziyue Yu, Sterre Hoek van Dijke, Tsung Han Ou

Tutor: Arie Bergsma, Frank Schnater

This project presents a prefabricated modular system that combines timber frames, recycled lumber, polycarbonate panels, and aluminium profiles into ventilated walls, closed wall modules, and awning windows, ensuring natural ventilation, daylight, and thermal comfort. A photovoltaic glass roof integrates renewable energy while supporting climate control, making the structure both sustainable and adaptable.

Conceived as a neighbourhood green hub, the design functions as a greenhouse and gathering space that can be assembled, disassembled, and relocated, showcasing how prefabrication can foster resilience, ecological integration, and social interaction within the community.

Fixedtimberframepcpanelawningwindow innerwindowframe

C:PrefabricatedAwningwindowmodule doublelayerpcpanel

B:Prefabricatedclosedwallmodule

A:Prefabricatedventilatedwallmodule

C:PrefabricatedAwningwindowmodule awningwindowforventilationtimbersupportingframe

Assemble Sequence

2*6recycledlumberframe

C:PrefabricatedAwningwindowmodule

2*6recycledlumberframe

awningwindowforventilationtimbersupportingframe

Jurassic Arks

Utah, United States

February 2024

Type: Glass Structures, Visitor Centre

Collab: Joonas Castrén, Arian Babaei

Supervisor: F. Oikonomopoulou, T. Bristogianni, James O’Callaghan

The project envisions a glass-structured visitor center in a national park, inspired by the dinosaur fossils housed within. The roof design translates the form of dinosaur ribs into fragmented elements, creating a symbolic connection to the site while also making the glass panels easier to transport and assemble. To ensure both elegance and feasibility, the design process focused on developing precise glass joints, followed by structural verification and Karamba optimization to balance architectural expression with structural performance.

In order to determine the structural form, these components can be algorithmically rationalised in terms of their dimensions. According to the rule of thumbs for initial sizing of structural glass elements, the depth of the fins is between L/12 - L/15. Therefore, five different sizes of fins were derived starting from the largest span and arranged in combinations.

Fin A

Glass Thickness (SLS)

LC3 = Fweight + 0.6Fwind + F maintenance → Loads = 2.28 KN/m2

δ max = max deflections = L/250= 3200mm/250 = 12.8mm 2 sides fixed → δ= WI4/384EI → 38mm glass thickness for panels

Stress Check in Fins (ULS)

LC4= 7.2 Fweight + 7.2Flive load + 7.2Fwind → Load = 2.42 KN/m2

Bending moment M= WL2/8 = 77.76 KNm

Tensile strenght M/We =6m/bh2 → 4.48 < 45 MPa

Buckling in Columns

Fcritical= πEI/(nl)2 n= 0.5

Fcritical = 100.7 KN

P=F/A= Horizontal Fin Weight/Area of Section =35.68 KN → 35.68 < 100.7 KN Doesn’t buckle

Lateral Load

ULS → LC2 = 7.2 Fweight + 7.5wind= 2.62 KN/m2 M= WL2/8 = 10.16 KNm

σ =(Tensile strenght) = M/We = 5.06 MPa < 45

Heat-toughened Annealed Glass

PVB Layer

PMMA Pad, 2mm

Metal Bracket

Embedded Titanium, 3mm

Metal Bracket

Calculation

σ (stress) = F (force) / A (area)

Fs= 37.8 KN

Area = 12 x 1000mm = 12000m2

→ σ = 3.7 MPa

3.7< 250MPa (stenght of steel)

Moment on Edge = 0.66 KNm

In our Karamba structural analysis, the large-span fin with two half panels showed far greater deflection than our manual calculations suggested, mainly because the shear walls that normally take most of the wind load were not yet included in the model.

By implementing two layers of fins to act as a shear wall in our model, we achieved significantly better outcomes in terms of both deflection and stress. This enhancement effectively increased the stiffness and stability of the structure, distributing the loads more evenly and reducing the stress concentrations.

LinkedIn: linkedin.com/in/yu-heng-marvin-cheng-80aa79233

Email: chengyuheng0610@gmail.com

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