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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Python Source Code - 6.9 KB - MD5: f5248b60f9ee332d4c44954c8404cb41
Python file used to generate the figure of the strains vs. force.
Python Source Code - 10.6 KB - MD5: 48c59f4ff0ade38bb51030485153a83a
Python file used to generate the figures comparing strains measured experimentally and by FEM along vertical paths.
JSON - 333 B - MD5: 740919e2a2c5ed3201da3fda0c25c258
Positions of the strain gauges used during the experiments.
Adobe PDF - 101.4 KB - MD5: 805048c0f31531a65afc673031e94f32
Description of the placement of the strain gauges during the experiments
Unknown - 1.0 KB - MD5: 19963effcbe747a32c541da34326bfd2
File for specifying minimum build system requirements for python projects according to PEP 518.
Tabular Data - 148 B - 6 Variables, 2 Observations - UNF:6:hAjhEQEW2bNWQuTGQId8Dw==
Measurments of the strains at the same locations as measured during the experiments. The results correspond to a total load of 1kN.
Python Source Code - 8.9 KB - MD5: e71428367e9beb6620cce5a255c5ba3b
Python file with utility functions
Python Source Code - 9.9 KB - MD5: cfe2ec68a8388bcb5a7ca6deeecc4df4
Python file defining general utility functions.
Python Source Code - 6.1 KB - MD5: ad25101822fff7dda31d269e56cd310d
Python file used to obtain the maximum capacity based on the Weibull model.
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