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1 to 10 of 88 Results

Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations Aug 31, 2023 Tapia Camú, Cristóbal; Aicher, Simon, 2023, "Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations", https://doi.org/10.18419/darus-3318, DaRUS, V2, UNF:6:gvvNiEJEFzTByhaIsaPJVQ== [fileUNF] This repository contains the experimental data of the tests described in the paper, as well as the python scripts used for the analysis of the data. Also, the finite element model in form of an Abaqus python script is included.
model_connection.py Aug 31, 2023 - Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations Python Source Code - 44.4 KB - MD5: 0402caab3ebce847f2a080174470e1e9 Abaqus parametric finite element model of the column-to-column connection.
Column-Column.fil Jul 17, 2023 - Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations Unknown - 635.1 MB - MD5: d82a758f76cf67edd1bddce8ca93431d Results from the FE model for the initial case. The format corresponds to the ASCII-format from Abaqus. The results correspond to a total load of 1kN.
Column-Column-udl.fil Jul 17, 2023 - Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations Unknown - 635.1 MB - MD5: 4efaf26899295d2f34eaa629ca0dfda2 Results from the FE model for the additional case, where a uniformly distributed load is applied on top of the free surface of the column element. The format corresponds to the ASCII-format from Abaqus. The results correspond to a total load of 1kN.
column_head_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 - 3.8 KB - MD5: c9ac0eaf65eeae0930b78e9f8ff25692 Python file to test the analytical model.
column_head.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 - 16.9 KB - MD5: 77b4382cdb0df2c64d31db449b967bc9 Python file defining the analytical model for the connections.
compare_horizontal_steps.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 - 17.7 KB - MD5: a05b3b4d700f6222820e70e6c33a6b5f Python file used to generate the figure comparing the FE with the analytical results
components.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 - 643 B - MD5: b2a3cf5c7ea06198deb3194faac639bb Common components needed for the definition of the finite element model of the connection.
data_P2_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 - 217.0 KB - 22 Variables, 634 Observations - UNF:6:tKsRIUxxvrXkzFzBuWT8KQ== Experimental data for the axial compression test of specimen P2. 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_P3_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 - 139.9 KB - 22 Variables, 403 Observations - UNF:6:ccpcwClBocRkycD7F17jBg== Experimental data for the axial compression test of specimen P3_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.

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

Aug 31, 2023

Tapia Camú, Cristóbal; Aicher, Simon, 2023, "Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations", https://doi.org/10.18419/darus-3318, DaRUS, V2, UNF:6:gvvNiEJEFzTByhaIsaPJVQ== [fileUNF]

This repository contains the experimental data of the tests described in the paper, as well as the python scripts used for the analysis of the data. Also, the finite element model in form of an Abaqus python script is included.

model_connection.py

Aug 31, 2023 - Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations

Python Source Code - 44.4 KB -

Abaqus parametric finite element model of the column-to-column connection.

Column-Column.fil

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

Unknown - 635.1 MB -

Results from the FE model for the initial case. The format corresponds to the ASCII-format from Abaqus. The results correspond to a total load of 1kN.

Column-Column-udl.fil

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

Unknown - 635.1 MB -

Results from the FE model for the additional case, where a uniformly distributed load is applied on top of the free surface of the column element. The format corresponds to the ASCII-format from Abaqus. The results correspond to a total load of 1kN.

column_head_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 - 3.8 KB -

Python file to test the analytical model.

column_head.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 - 16.9 KB -

Python file defining the analytical model for the connections.

compare_horizontal_steps.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 - 17.7 KB -

Python file used to generate the figure comparing the FE with the analytical results

components.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 - 643 B -

Common components needed for the definition of the finite element model of the connection.

data_P2_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 - 217.0 KB - 22 Variables, 634 Observations -

Experimental data for the axial compression test of specimen P2. 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_P3_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 - 139.9 KB - 22 Variables, 403 Observations -

Experimental data for the axial compression test of specimen P3_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.

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