1 to 10 of 91 Results
Sep 6, 2023 - EXC IntCDC RP 3: Multi-Storey Wood Building System
Orozco, Luis; Svatoš-Ražnjević, Hana; Menges, Achim, 2022, "Stakeholders in Multi-storey Timber Data", https://doi.org/10.18419/darus-2740, DaRUS, V2
This dataset contains a collection of data on almost 540 stakeholders in multi-storey timber construction. The list includes architects, engineers, and manufacturers involved in the design and construction of 300 contemporary multi-storey timber projects built between 2000 and 20... |
Sep 6, 2023 -
Stakeholders in Multi-storey Timber Data
MS Excel Spreadsheet - 77.0 KB -
MD5: 54785cafad6e1e85763f798e243380fe
This file contains the full list of stakeholders and their general information (location, website, services). |
Aug 31, 2023 - Publications
Tapia Camú, Cristóbal; Aicher, Simon, 2023, "Replication Data for: A new concept for column-to-column connections for multi-storey timber buildings - Numerical and experimental investigations", https://doi.org/10.18419/darus-3318, DaRUS, V2, UNF:6:gvvNiEJEFzTByhaIsaPJVQ== [fileUNF]
This repository contains the experimental data of the tests described in the paper, as well as the python scripts used for the analysis of the data. Also, the finite element model in form of an Abaqus python script is included. |
Python Source Code - 44.4 KB -
MD5: 0402caab3ebce847f2a080174470e1e9
Abaqus parametric finite element model of the column-to-column connection. |
Unknown - 635.1 MB -
MD5: d82a758f76cf67edd1bddce8ca93431d
Results from the FE model for the initial case. The format corresponds to the ASCII-format from Abaqus. The results correspond to a total load of 1kN. |
Unknown - 635.1 MB -
MD5: 4efaf26899295d2f34eaa629ca0dfda2
Results from the FE model for the additional case, where a uniformly distributed load is applied on top of the free surface of the column element. The format corresponds to the ASCII-format from Abaqus. The results correspond to a total load of 1kN. |
Python Source Code - 3.8 KB -
MD5: c9ac0eaf65eeae0930b78e9f8ff25692
Python file to test the analytical model. |
Python Source Code - 16.9 KB -
MD5: 77b4382cdb0df2c64d31db449b967bc9
Python file defining the analytical model for the connections. |
Python Source Code - 17.7 KB -
MD5: a05b3b4d700f6222820e70e6c33a6b5f
Python file used to generate the figure comparing the FE with the analytical results |
Python Source Code - 643 B -
MD5: b2a3cf5c7ea06198deb3194faac639bb
Common components needed for the definition of the finite element model of the connection. |