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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201 to 210 of 228 Results
Tabular Data - 47.1 KB - 11 Variables, 267 Observations - UNF:6:1J1zMcqKUJo1ktgMsJXUxQ==
Shear/Moment configuration, connection B, third loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.
Tabular Data - 47.8 KB - 11 Variables, 271 Observations - UNF:6:E0JTUrBi7CWCXXjtn0aCGg==
Shear/Moment configuration, connection B, second loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.
Tabular Data - 37.8 KB - 11 Variables, 219 Observations - UNF:6:h51P2U6yjDnN+HmceRjMpg==
Shear/Moment configuration, connection B, first loading cycle. Force units: [kN]; Displacements: [mm]; Strains: [--]. The force given corresponds to a single loading piston.
Apr 6, 2022 - Publications
Tapia Camú, Cristóbal; Claus, Marian, 2022, "Replication Models for: A finger-joint based edge connection for the weak direction of CLT plates", https://doi.org/10.18419/DARUS-1259, DaRUS, V1
This repository contains the implementation of the analytical and numerical models described and used in the paper to model the developed edge connection for CLT plates in the weak direction. The connection was developed within the frame of the cluster "Integrative Computational Design and Construction for Architecture" (IntCDC) of the University o...
Gzip Archive - 30.3 KB - MD5: b491d58be161e70c9bf6feacbeec78d0
Contains the scripts (python) for the different Abaqus models used to study the developed edge connection for CLT. Detailed information on how to run the different models is given in the Readme.md file inside the archive.
Gzip Archive - 13.9 KB - MD5: e75acf13b165a5aafaffb8e4302a9378
Implementation of the analytical model used to compute deflections and stresses in the CLT-LVL compound conforming the developed connection.
Sep 24, 2021 - IntCDC
Tapia Camú, Cristóbal; Claus, Marian; Aicher, Simon, 2021, "Replication Data for: Bond line characteristics of a new screw-glued edge connection for the secondary load-bearing direction of CLT plates", https://doi.org/10.18419/DARUS-2153, DaRUS, V1, UNF:6:dSQ9iue/duvwotJZTCj2XQ== [fileUNF]
This repository contains experimental data obtained from block shear tests performed on the bond surfaces of the connection for CLT plates presented in a related paper. Additional to the recorded shear strengths, the thickness of the bond surface was recorded at different locations, which was used to create a 2D contour plot of the thickness distri...
TAR Archive - 24.3 KB - MD5: 33db881cf3f39b29359cc578579ed327
Python scripts used to generate the tables and plots presented in the paper based on the experimental data. View README.md file for more detailed steps to reproduce the analysis.
Tabular Data - 1.3 KB - 3 Variables, 92 Observations - UNF:6:Cyou1bO+QPyzfhZGLR+QBA==
Data corresponding to the measured bond line thickness over the horizontal wide finger surface located at the compression side of the connection. Coordinates (x,y) and bond line thickness in [mm].
Tabular Data - 1.3 KB - 3 Variables, 92 Observations - UNF:6:DBoSP/EsBuxWL6yvBfhELg==
Data corresponding to the measured bond line thickness over the horizontal wide finger surface located at the tension side of the connection. Coordinates (x,y) and bond line thickness in [mm].
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