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Rotational mechanical behaviour of wood-wood connections with application to double-layered folded timber-plate structure

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Rotational mechanical behaviour of wood-wood connections with application to double-layered folded timber-plate structure

Graph Chatbot

Chattez avec Graph Search

Robotic Assembly of Integrally-Attached Timber Plate Structures: From Computational Design to Automated Construction

Development of Novel Standardized Structural Timber Elements Using Wood-Wood Connections

Experimental investigations on the load-carrying capacity of digitally produced wood-wood connections

Joinery Solver for Whole Timber Structures

Characterization of mortar-timber and timber-timber cyclic friction in timber floor connections of masonry buildings

Modelling Workflow for Segmented Timber Shells using Wood-wood Connections.

Modelling Workflow for Segmented Timber Shells using Wood-wood Connections.

3D Finite Element Model for Shear Stiffness of Wood-Wood Connections for Engineered Timber Panels

Holzbau heute und in Zukunft

Modern timber design approaches for traditional Japanese architecture: analytical, experimental, and numerical approaches for the Nuki joint

Modelling Workflow for Segmented Timber Shells using Wood-wood Connections.

Modelling Workflow for Segmented Timber Shells using Wood-wood Connections.

Development of Novel Standardized Structural Timber Elements Using Wood-Wood Connections

Robotic Assembly of Integrally-Attached Timber Plate Structures: From Computational Design to Automated Construction

Holzbau heute und in Zukunft

Modern timber design approaches for traditional Japanese architecture: analytical, experimental, and numerical approaches for the Nuki joint

Characterization of mortar-timber and timber-timber cyclic friction in timber floor connections of masonry buildings

Experimental investigations on the load-carrying capacity of digitally produced wood-wood connections

Joinery Solver for Whole Timber Structures

3D Finite Element Model for Shear Stiffness of Wood-Wood Connections for Engineered Timber Panels