Parameterized Modelling of Global Structural Behaviour of Modular Based Two Storey Timber Structure
The global stiffness behaviour of modular-based two storey timber structures was studied under prescribed horizontal displacements at the upper corners of the volume modules. To be able to study this behaviour, a numerical finite element model was created in Abaqus. A parametric study was performed...
| Main Authors: | , |
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| Format: | Others |
| Language: | English |
| Published: |
Linnéuniversitetet, Institutionen för byggteknik (BY)
2018
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| Subjects: | |
| Online Access: | http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-77224 |