Structural Behavior of A Cross-Laminated Timber (CLT) - Engineering Assignment Help

Assignment Task

Around thirty years ago the use of timber in Dutch Architecture was ‘not done’. In the 1980s, timber, especially tropical timber, was more or less condemned by environmental non governmental organisations (NGO) as a building material because of its presumed destructive influence on tropical forests. Therefore, the development towards increased multi-storey timber construction hasn't been as positive as it was expected. The last few years more and taller buildings have been developed. While concrete and steel are two major used materials in the construction industry, timber has found an opening in this market. Innovation and new technologies of engineered wood based products are the reasons for this development.

Mostly low-rise or less than ten storeys buildings are in timber, yet there is an interest in also using timber for higher buildings. As most buildings above 20 storeys adopt concrete/steel to ensure the stability of structure. To fully take advantage of the latest timber construction systems, an increased theoretical and practical understanding of both the business and the process development is needed. Practical and theoretical tools that enable a joint development of timber engineering and prefabrication in wood construction with markets dynamic demands on customisation and modularity. Due to which, competitive prices are still lacking.

This Master thesis investigates a pilot project in India, where a timber constructed 100m tall building will be developed in CLT to test in a set of high-rise apartment buildings. The project has been studied by a case study methodology with the main objective to describe and analyse the structural behavior of the building. The objective of this thesis is divided into the following goals: connections, stacking and modelling. The first objective is to investigate different connection types and ways that enable the multiple timber modules to act as a central system for overall stability. The second objective is to obtain the strength and stiffness properties of the CLT module and ways to connect the individual modules vertically and horizontally for stability and prevention of tension between the modules. The third goal is to investigate the structural behavior of a modular CLT timber building with the help of a linear 3D infinite element model. The results will indicate the complexity, in all important parts, that can be used to find methods to be used to handle complexity and uncertainty in future tall timber housing projects.

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