Operahuset i Oslo

Snøhetta's iconic landmark (242 m × 110 m, 38 m fly tower) parametric OpenBIM IFC4 model constructed from architectural blueprints, waterfront geometry, and structural specifications.

model oslo_opera_house_final.ifc 314 IFC products · SI Metres Snøhetta Architects · Bjørvika Waterfront forged by Sindre (VibeIFC Lead)

VibeIFC Commercial Showcase & Contextual Soundtrack

Cinematic presentation of Snøhetta's Operahuset i Oslo featuring custom contextual audio branding, progressive parametric assembly, and hero turntable.

Parametric 8-Stage Modeling Process

Autonomous synthesis executing millimeter-accurate geometric definitions via IfcOpenShell:

Stage 0 · Waterfront

Bjørvika Basin & Plaza

Submerged Oslofjord basin (-0.8 m) and marble public apron rising +1.0 m → +3.0 m from water edge.

Stage 1 · Substructure

Production Wing

4-storey northern production volume (parapet +18.0 m), white stucco facades and horizontal ribbon glazing.

Stage 2 · Vertical Core

Fly Tower & Relief

Massive 38.0 m fly tower core (Scenetopp) wrapped in embossed aluminium relief panels by Løvaas & Wagle.

Stage 3 · Interior Form

Wave Wall & Foyer Steel

Parametric curved oak Wave Wall enclosing the 1,364-seat horseshoe auditorium, braced by inclined foyer columns.

Stage 4 · Envelope

15 m Glass Curtain Wall

High-transparency low-iron glass facades with structural mullions bridging the open fjord to the foyer.

Stage 5 · Carrara Carpet

Walkable Marble Carpet

La Facciata marble ramps: West ramp (+3 → +20 m), main foyer slope (+18 → +24 m), and East ramp (+3 → +16 m).

Stage 6 · Detailing

White Edge Blades

Perimeter marble balustrades, roof brow fascia beams, and crisp edge trim defining the folded geometry.

Stage 7 · Verification

Hero 360° Turntable

Continuous 36-frame orbital turntable evaluating volumetric proportion and light interaction from all angles.

Multi-Angle Validation Renders

Headless multi-pass rendering compositing translucent curtain walls, warm Italian marble, textured oak, and fjord water.

Hero perspective of Oslo Opera House from the south-west
Hero Perspective (South-West): Walkable marble carpet ascending above the glass foyer.
South elevation towards the fjord
South Elevation (Harbour Facade): 15 m glass foyer, inclined structural columns, +38 m fly tower.
Aerial view from the north-east
North-East Aerial: Production wing, fly tower terrace, and east ascending ramp.
Orthographic roof and site plan
Orthographic Plan (+360 m): Complete 242 m × 110 m footprint and ramp layout.
South-west pedestrian eye-level view
Pedestrian View (+8 m): Ramp entrance from Bjørvika waterfront promenade.
VibeIFC Cloud Viewer Live Render
VibeIFC Cloud Viewer: Real-time WebGL verification on Cloud Run (europe-west1).

Architectural Blueprint Sheets (Rev D)

Parametric 2D vector blueprints synchronized directly with the 3D OpenBIM model. Millimeter grid and elevations.

Sheet A-101 Plan
A-101 Ground & Mezzanine Plan (cut +4.000) · Vector SVG
Sheet A-201 South Elevation
A-201 South Facade Elevation (Bjørvika Harbour) · Vector SVG
Sheet A-202 West Elevation
A-202 West Ramp Elevation (+0 to +20.5 m) · Vector SVG
Sheet A-301 Section A-A
A-301 Longitudinal Section A-A through Wave Wall · Vector SVG

Key Dimensions & Material Specifications

Component Dimension / Level Material & Specification
Walkable Roof Carpet Slope +0.000 → +24.000 36 000 m² Italian Bianco Carrara marble (La Facciata), non-slip textured finish
Stage Fly Tower (Scenetopp) Parapet +38.000 Embossed aluminium panels with custom woven pattern relief (Løvaas & Wagle)
Foyer Curtain Wall Height 15.000 Low-iron structural glass panes, minimal framing, anti-reflective solar coating
Foyer Incline Columns Ø 600 mm, inclined 12° White composite steel/concrete columns carrying the marble roof brow
Curved Wave Wall Height +16.000, R ≈ 28 m Norwegian solid oak laths, ammoniac-treated acoustic wall enclosing main auditorium
Production Wing 4 storeys, parapet +18.000 Reinforced concrete frame, white mineral stucco facade with horizontal ribbon windows
Harbour Apron & Substation Bjørvika Basin -0.800 Submerged marine concrete piles, reinforced concrete sea walls resisting fjord tides

OpenBIM Quality Checks & Cloud Verification