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.
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171 to 180 of 228 Results
Python Source Code - 9.1 KB - MD5: 56ca293df78cd439114fbdfb18b2d9f8
Abaqus parametric finite element model of the column-to-column connection considering the uniformly distributed load on the free surface of the column.
JSON - 267 B - MD5: b7ab0e289249f5da4d719f714e179810
Parameters specifying the geometry of the studied connection.
JSON - 257 B - MD5: 733b8f3f37d5832587c2e9586bcf779c
Parameters defining the geometry of the studied connection.
Tabular Data - 2.8 KB - 2 Variables, 101 Observations - UNF:6:e+qmrcwLNENp4QZdRG+u/w==
Strains in horizontal direction (perpendicular to the grain) along the center of the column element, at the same level as the used strain gauges.
Tabular Data - 2.9 KB - 2 Variables, 101 Observations - UNF:6:wu9e1pcuISy+GZfh/JVZ1g==
Strains in vertical direction (parallel to the grain) along the center of the column element, at the same level as the used strain gauges.
Python Source Code - 5.2 KB - MD5: 9fa0ee3d9136a921cf95307afa372a08
Python file used to plot the geometry of the finite element model.
Python Source Code - 4.7 KB - MD5: ba7fcfa1ce2512d89a004a4e10dda74c
Python file used to generate load-displacement curves.
Python Source Code - 19.6 KB - MD5: e000a7bfd8307f3673d68b6fcb028ab7
Python file used to generate the figures showing the distribution of stresses parallel to the grain on a central cut and on different depth levels.
Python Source Code - 2.6 KB - MD5: b3b694b6f29805f556a0345975d5fca7
Python file used to generate the figures showing the distribution of stresses perpendicular to the grain on a central cut and on different depth levels.
Python Source Code - 3.0 KB - MD5: 1fb86d362dd52f10f368ffbc2be4c7f7
Python file used to generate the figures showing the distribution of stresses parallel to the grain for the case with unimorly distributed load applied on the free surface of the column.
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