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11 to 20 of 82 Results

data_P4_processed.tab Jul 17, 2023 - Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations Tabular Data - 295.0 KB - 24 Variables, 807 Observations - UNF:6:M0lpYh5bVpOTULNGllaCAQ== Experimental data for the axial compression test of specimen P4. Load is given in Newton (N), displacements in millimeter (mm) and strains are adimensional. Position of strains and LVDT's can be taken from the paper, as well as the testing configuration.
data_P5_01_processed.tab Jul 17, 2023 - Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations Tabular Data - 263.3 KB - 22 Variables, 756 Observations - UNF:6:XgIOtFk8X8I818XgQzPOxQ== Experimental data for the axial compression test of specimen P5_01. Load is given in Newton (N), displacements in millimeter (mm) and strains are adimensional. Position of strains and LVDT's can be taken from the paper, as well as the testing configuration.
data_P5_02_processed.tab Jul 17, 2023 - Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations Tabular Data - 108.5 KB - 22 Variables, 326 Observations - UNF:6:CCRSTaJGO9WKgaz1pFR+VQ== Experimental data for the axial compression test of specimen P5_02. Load is given in Newton (N), displacements in millimeter (mm) and strains are adimensional. Position of strains and LVDT's can be taken from the paper, as well as the testing configuration.
elsevier.mplstyle Jul 17, 2023 - Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations Unknown - 449 B - MD5: 0104413127e5c2f1d531c9c4dc3f3717 Style file for matplotlib
export_fil_to_vtk.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 - 2.5 KB - MD5: 299542b34f30ac2206edc37627e8a27c Python file used to transform .fil result files into .vtk files for a faster postprocessing
extract_strains.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 - 2.0 KB - MD5: 776a7ffee1fd1aeb74ea9fc7a9c568d7 Python file used to extract strain information from the FE model.
get_max_stress_at_section.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 - 1.3 KB - MD5: bdddac62593091271bf3799d6a94ab4d Python file used to get the maximum stresses at a given cross-section.
load_displacement_P2.tab Jul 17, 2023 - Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations Tabular Data - 269.7 KB - 3 Variables, 10589 Observations - UNF:6:9MjodoJ/yNYZKLwGQ6RDow== Experimental data for the axial compression test of specimen P2. Load is given in Newton (N), displacements in millimeter (mm) and time in seconds (s). These data correspond to the load-machine-displacement recordings.
load_displacement_P3_01.tab Jul 17, 2023 - Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations Tabular Data - 160.5 KB - 3 Variables, 6047 Observations - UNF:6:BK1h+AoA+jo1/kJd8DOrNw== Experimental data for the axial compression test of specimen P3_01. Load is given in Newton (N), displacements in millimeter (mm) and time in seconds (s). These data correspond to the load-machine-displacement recordings.
load_displacement_P3_02.tab Jul 17, 2023 - Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations Tabular Data - 136.4 KB - 3 Variables, 5024 Observations - UNF:6:ClV3N2QFBra51q93jB8Nuw== Experimental data for the axial compression test of specimen P3_02. Load is given in Newton (N), displacements in millimeter (mm) and time in seconds (s). These data correspond to the load-machine-displacement recordings.

data_P4_processed.tab

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

Tabular Data - 295.0 KB - 24 Variables, 807 Observations -

Experimental data for the axial compression test of specimen P4. Load is given in Newton (N), displacements in millimeter (mm) and strains are adimensional. Position of strains and LVDT's can be taken from the paper, as well as the testing configuration.

data_P5_01_processed.tab

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

Tabular Data - 263.3 KB - 22 Variables, 756 Observations -

Experimental data for the axial compression test of specimen P5_01. Load is given in Newton (N), displacements in millimeter (mm) and strains are adimensional. Position of strains and LVDT's can be taken from the paper, as well as the testing configuration.

data_P5_02_processed.tab

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

Tabular Data - 108.5 KB - 22 Variables, 326 Observations -

Experimental data for the axial compression test of specimen P5_02. Load is given in Newton (N), displacements in millimeter (mm) and strains are adimensional. Position of strains and LVDT's can be taken from the paper, as well as the testing configuration.

elsevier.mplstyle

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

Unknown - 449 B -

Style file for matplotlib

export_fil_to_vtk.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 - 2.5 KB -

Python file used to transform *.fil result files into *.vtk files for a faster postprocessing

extract_strains.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 - 2.0 KB -

Python file used to extract strain information from the FE model.

get_max_stress_at_section.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 - 1.3 KB -

Python file used to get the maximum stresses at a given cross-section.

load_displacement_P2.tab

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

Tabular Data - 269.7 KB - 3 Variables, 10589 Observations -

Experimental data for the axial compression test of specimen P2. Load is given in Newton (N), displacements in millimeter (mm) and time in seconds (s). These data correspond to the load-machine-displacement recordings.

load_displacement_P3_01.tab

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

Tabular Data - 160.5 KB - 3 Variables, 6047 Observations -

Experimental data for the axial compression test of specimen P3_01. Load is given in Newton (N), displacements in millimeter (mm) and time in seconds (s). These data correspond to the load-machine-displacement recordings.

load_displacement_P3_02.tab

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

Tabular Data - 136.4 KB - 3 Variables, 5024 Observations -

Experimental data for the axial compression test of specimen P3_02. Load is given in Newton (N), displacements in millimeter (mm) and time in seconds (s). These data correspond to the load-machine-displacement recordings.

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