Cluster of Excellence Integrative Computational Design and Construction for Architecture (EXC IntCDC)

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961 to 970 of 1,265 Results

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.
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.

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.

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.

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