Parameterized Modelling of Global Structural Behaviour of Modular Based Two Storey Timber Structure

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...

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Bibliographic Details
Main Authors: Augustino, Daudi Salezi, Adjei Antwi-Afari, Bernard
Format: Others
Language:English
Published: Linnéuniversitetet, Institutionen för byggteknik (BY) 2018
Subjects:
Modular-based timber structure
FE-simulations
parameterized modelling
spring stiffness
friction
angle brackets and uplift plates
Building Technologies
Husbyggnad
Online Access:http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-77224

Internet

http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-77224

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