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1,141 to 1,150 of 1,582 Results
Unknown - 70.9 KB - MD5: 1b075b5311ac781d62a32757e63de32d
Unknown - 71.5 KB - MD5: 9102f205eca585ac9f105f8b358e6f5b
Markdown Text - 606 B - MD5: eb2c3ca44a2090fd9988275ac27e6cb5
ZIP Archive - 2.7 MB - MD5: b8a072d4e77d1306ec3e027a5537c2cc
Source code of our visual analytics system
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.
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