EXC IntCDC Research Project 3 'Co-Design of Multi-Storey Timber Building Systems for Building Stock Extension'

RP3-1: Computational design, engineering and development of digitally fabricated multi-storey wood building system.
RP3-2: Co-design, adaptation, integration and optimization of multi-storey timber building systems for building stock extension.

Featured Dataverses

In order to use this feature you must have at least one published or linked dataverse.

Publish Dataverse

Are you sure you want to publish your dataverse? Once you do so it must remain published.

Publish Dataverse

This dataverse cannot be published because the dataverse it is in has not been published.

Delete Dataverse

Are you sure you want to delete your dataverse? You cannot undelete this dataverse.

161 to 170 of 228 Results

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.
load_displacement_P4.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 - 356.9 KB - 3 Variables, 14333 Observations - UNF:6:tfw84a0ftQ6oeYlttSqSOg== Experimental data for the axial compression test of specimen P4. 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_P5_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 - 214.6 KB - 3 Variables, 7969 Observations - UNF:6:0LMDsUq1RZyaEP992/ix4w== Experimental data for the axial compression test of specimen P5_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_P5_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 - 161.1 KB - 3 Variables, 6056 Observations - UNF:6:CYSoW4jXNrQ7/IEGYuq+uA== Experimental data for the axial compression test of specimen P5_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.
load_displacement_P6.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 - 80.3 KB - 3 Variables, 4493 Observations - UNF:6:C93pL+Cm2kQhkzhHkZLqRA== Experimental data for the axial compression test of specimen P6. Load is given in Newton (N), displacements in millimeter (mm) and time in seconds (s). These data correspond to the load-machine-displacement recordings.
Makefile Jul 17, 2023 - Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations Makefile Script - 1.7 KB - MD5: 6a760bb0cb9968d5e15535bdff28d9af Makefile defining rules to generate figures and run analyses.
Makefile Jul 17, 2023 - Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations Makefile Script - 466 B - MD5: 204d9ffe73a1f72c2ea72357690a70cf Makefile defining rules to generate figures and results.
maximum_capacities.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 - 368 B - MD5: 67bd5e48e3516c1fd71273e713a813b0 Python file used to retrieve the maximum capacities of all specimens.

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.

load_displacement_P4.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 - 356.9 KB - 3 Variables, 14333 Observations -

Experimental data for the axial compression test of specimen P4. 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_P5_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 - 214.6 KB - 3 Variables, 7969 Observations -

Experimental data for the axial compression test of specimen P5_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_P5_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 - 161.1 KB - 3 Variables, 6056 Observations -

Experimental data for the axial compression test of specimen P5_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.

load_displacement_P6.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 - 80.3 KB - 3 Variables, 4493 Observations -

Experimental data for the axial compression test of specimen P6. Load is given in Newton (N), displacements in millimeter (mm) and time in seconds (s). These data correspond to the load-machine-displacement recordings.

Makefile

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

Makefile Script - 1.7 KB -

Makefile defining rules to generate figures and run analyses.

Makefile

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

Makefile Script - 466 B -

Makefile defining rules to generate figures and results.

maximum_capacities.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 - 368 B -

Python file used to retrieve the maximum capacities of all specimens.

Add Data

Share Dataverse

Link Dataverse

Reset Modifications