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Architecture

Inspiration, with the technical footnote.

Documented, built timber projects — each described the way a specifier reads them, with a link to the project source.

  • CrossrefResearchDOI registry
  • OpenAlexResearchOpen scholarly index
  • Europe PMCResearchFull-text abstracts
  • Semantic ScholarResearchAI2 corpus
  • DOAJResearchVetted open-access journals
  • OpenAIREResearchEuropean open science graph
  • HALResearchFrench national open archive
  • ZenodoResearchEU project deliverables with DOIs
  • DataCiteResearchResearch datasets
  • ERA5 / CopernicusClimateClimate reanalysis
  • Open-MeteoClimateStation normals
  • EN 350:2016StandardNatural durability
  • EN 335StandardUse classes
  • EN 351-1StandardPreservative penetration
  • EN 16449StandardBiogenic carbon
  • EN 1995-1-2StandardCharring rates
  • EN 1990StandardDesign working life
  • EN 13183-1StandardMoisture measurement
  • EN 599-1StandardPreservative efficacy
  • EN 16755StandardFire-retardant durability
  • EN 14080StandardGlulam requirements
  • EN 16351StandardCLT requirements
  • EN 927-6StandardArtificial weathering
  • EN 15026StandardHygrothermal simulation
  • ISO 15686-8StandardService-life prediction
  • ISO 21887StandardGlobal use classes
  • EN 15804+A2LCADeclared environmental impacts
  • Scheffer indexModelDecay hazard
  • Lacy driving-rain indexModelFaçade exposure
Mjøstårnet by Voll Arkitekter, Brumunddal, Norway

Photo: TorSch · CC BY-SA 4.0 · via Wikimedia Commons

High-rise · Voll Arkitekter

Mjøstårnet

Brumunddal, Norway · Completed 2019

85.4 m and 18 storeys carried by glulam columns, diagonals and CLT cores, built without external climbing cranes. The load-bearing timber is kept inside the building envelope; the exposed cladding is a separate, replaceable layer — the standard way to keep a tall timber structure in service class 1.

Source: Moelven — Mjøstårnet project documentation
Sara Kulturhus by White Arkitekter, Skellefteå, Sweden

Photo: Spisen · CC BY-SA 4.0 · via Wikimedia Commons

High-rise · White Arkitekter

Sara Kulturhus

Skellefteå, Sweden · Completed 2021

A 20-storey hotel of prefabricated CLT modules stacked between glulam trusses. The design team reports a climate-neutral balance over 50 years when stored biogenic carbon and on-site renewable energy are counted — a boundary assumption that must be stated whenever the figure is quoted.

Source: White Arkitekter — Sara Kulturhus
Puukuokka Housing Block by OOPEAA — Office for Peripheral Architecture, Jyväskylä, Finland

Photo: Tiia Monto · CC BY-SA 3.0 · via Wikimedia Commons

Residential · OOPEAA — Office for Peripheral Architecture

Puukuokka Housing Block

Jyväskylä, Finland · Completed 2015

Finland's first eight-storey CLT apartment building, assembled from prefabricated volumetric modules. The spruce cladding is ventilated and detailed for replacement, while the structural CLT stays in service class 1 behind the rain screen.

Source: OOPEAA — Puukuokka Housing Block
Vennesla Library and Culture House by Helen & Hard, Vennesla, Norway

Photo: Berswin · CC BY-SA 4.0 · via Wikimedia Commons

Public buildings · Helen & Hard

Vennesla Library and Culture House

Vennesla, Norway · Completed 2011

Twenty-seven glulam ribs merge structure, acoustic absorption, shelving and services into one repeated element. Exposed interior timber in a heated, ventilated space sits in service class 1, so no biocidal treatment is specified.

Source: Helen & Hard — Vennesla Library
Treet by Artec / BOB, Bergen, Norway

Photo: Sparrow (麻雀) · CC BY-SA 4.0 · via Wikimedia Commons

High-rise · Artec / BOB

Treet

Bergen, Norway · Completed 2015

Fourteen storeys of prefabricated apartment modules braced by a glulam exoskeleton, with concrete 'power storeys' adding mass at levels 5 and 10. Bergen's high driving rain load is handled by a fully clad, ventilated envelope rather than by exposing the frame.

Source: Moelven — Treet, Bergen
Essing Timber Bridge (Tatzelwurm) by Richard J. Dietrich, Essing, Bavaria, Germany

Photo: Jakub Hałun · CC BY 4.0 · via Wikimedia Commons

Bridges · Richard J. Dietrich

Essing Timber Bridge (Tatzelwurm)

Essing, Bavaria, Germany · Completed 1986

A 190 m stress-laminated glulam footbridge, one of the longest in Europe and now four decades in service. Fully exposed to weather, it relies on constructive protection — overhangs, free drainage and end-grain sealing — which places it in use class 3, not the sheltered use class 2 of a facade.

Source: Structurae — Essing Timber Bridge