Timber Constructions

Dataverse for the management of research data within the division of timber constructions of the MPA

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1 to 10 of 117 Results

weibull_model.py Jul 17, 2023 - Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations Python Source Code - 6.1 KB - MD5: ad25101822fff7dda31d269e56cd310d Python file used to obtain the maximum capacity based on the Weibull model.
V_config_B-3.tab Apr 12, 2022 - Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates Tabular Data - 37.8 KB - 11 Variables, 219 Observations - UNF:6:h51P2U6yjDnN+HmceRjMpg== Shear/Moment configuration, connection B, first loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.
V_config_B-2.tab Apr 12, 2022 - Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates Tabular Data - 47.8 KB - 11 Variables, 271 Observations - UNF:6:E0JTUrBi7CWCXXjtn0aCGg== Shear/Moment configuration, connection B, second loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.
V_config_B-1.tab Apr 12, 2022 - Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates Tabular Data - 47.1 KB - 11 Variables, 267 Observations - UNF:6:1J1zMcqKUJo1ktgMsJXUxQ== Shear/Moment configuration, connection B, third loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.
V_config_A-3.tab Apr 12, 2022 - Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates Tabular Data - 289.3 KB - 22 Variables, 812 Observations - UNF:6:PJDg+/XHtIGoA9eESv5R5g== Shear/Moment configuration, connection A, third loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.
V_config_A-2.tab Apr 12, 2022 - Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates Tabular Data - 116.2 KB - 22 Variables, 323 Observations - UNF:6:lsFmoHhY2NjcjIu2BG08lQ== Shear/Moment configuration, connection A, second loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.
V_config_A-1.tab Apr 12, 2022 - Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates Tabular Data - 127.7 KB - 22 Variables, 356 Observations - UNF:6:Pnb0KQjIP7752u3uC9OVew== Shear/Moment configuration, connection A, first loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.
utils.py Jul 17, 2023 - Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations Python Source Code - 8.9 KB - MD5: e71428367e9beb6620cce5a255c5ba3b Python file with utility functions
utils.py Jul 17, 2023 - Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations Python Source Code - 9.9 KB - MD5: cfe2ec68a8388bcb5a7ca6deeecc4df4 Python file defining general utility functions.
umat_2d_softening_test.tar.gz Mar 21, 2022 - Source code for: Stuttgart Stochastic Strength Glulam Model (S3GluM) Gzip Archive - 6.7 KB - MD5: 3bae0638a308abb9278f9d67ab85ad78 This archive contains the material model used to describe the softening behavior and a test simulation run with a single finite element. Run the test with `make tests`. The fortran compiler must be correctly configured in Abaqus in order to compile the user subroutine. If you us...

weibull_model.py

Jul 17, 2023 - Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations

Python Source Code - 6.1 KB -

Python file used to obtain the maximum capacity based on the Weibull model.

V_config_B-3.tab

Apr 12, 2022 - Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates

Tabular Data - 37.8 KB - 11 Variables, 219 Observations -

Shear/Moment configuration, connection B, first loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.

V_config_B-2.tab

Apr 12, 2022 - Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates

Tabular Data - 47.8 KB - 11 Variables, 271 Observations -

Shear/Moment configuration, connection B, second loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.

V_config_B-1.tab

Apr 12, 2022 - Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates

Tabular Data - 47.1 KB - 11 Variables, 267 Observations -

Shear/Moment configuration, connection B, third loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.

V_config_A-3.tab

Apr 12, 2022 - Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates

Tabular Data - 289.3 KB - 22 Variables, 812 Observations -

Shear/Moment configuration, connection A, third loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.

V_config_A-2.tab

Apr 12, 2022 - Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates

Tabular Data - 116.2 KB - 22 Variables, 323 Observations -

Shear/Moment configuration, connection A, second loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.

V_config_A-1.tab

Apr 12, 2022 - Experimental data for: A finger-joint based edge connection for the weak direction of CLT plates

Tabular Data - 127.7 KB - 22 Variables, 356 Observations -

Shear/Moment configuration, connection A, first loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.

utils.py

Jul 17, 2023 - Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations

Python Source Code - 8.9 KB -

Python file with utility functions

utils.py

Jul 17, 2023 - Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations

Python Source Code - 9.9 KB -

Python file defining general utility functions.

umat_2d_softening_test.tar.gz

Mar 21, 2022 - Source code for: Stuttgart Stochastic Strength Glulam Model (S3GluM)

Gzip Archive - 6.7 KB -

This archive contains the material model used to describe the softening behavior and a test simulation run with a single finite element. Run the test with `make tests`. The fortran compiler must be correctly configured in Abaqus in order to compile the user subroutine. If you us...

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