HAL (France)
open access
Experimental and numerical study on an adjustable steel façade connector for hybrid timber-concrete structures
This study investigates the structural performance of a novel steel connector featuring a serrated interface, de veloped for attaching timber frame fa and ccedil;ades to reinforced concrete slabs in hybrid construction. Four full-scale specimens were tested under two representative loading scenarios
Conceptio Open Archive
Analyze & explore related research in Conceptio
Connect this record directly into your research workflow or AI agent. Explore citations across open repositories, query full text, and export structured proof bundles.
This document is indexed with metadata only: full text is not available in the archive for this record. Open the official source ↗
Related documents
- Volume of timber (FAO)#795630
- An experimental method for determining the in-plane shear modulus of carbon fibres#370901
- Mechanical Characterization Data of Carbonised Plant Scaffolds as Potential Bone Graft Substitutes#302124
- Individual fastq files to accompany 'Genetic evidence for species cohesion, substructure, and hybrids in spruce'#456518
- Life Cycle Costing of Modular Timber Residential Construction#168837
Record · ID 1329246
Retrieved via Conceptio: every document is proof-bundled with source, license, and retrieval metadata.
Retrieved via Conceptio: every document is proof-bundled with source, license, and retrieval metadata.
Bring this data into your agent: Connect via MCP or API · 20 free credits to start · no card required
Read the Docs → · View CLI source on GitHub · Conceptio Open Knowledge Archive
Read the Docs → · View CLI source on GitHub · Conceptio Open Knowledge Archive