Robustness of tall timber buildings: An improved framework
Research output: Contribution to conferences › Paper › Contributed › peer-review
Contributors
Abstract
With the popularity of tall timber buildings seeing an unprecedented increase in the last decade, structural robustness is becoming a critical topic of interest, given the complexity of these new structures. While there exist a number of measures to design robust structures, all of them focus on the system behaviour of the structural components. This paper takes a step back from the current robustness practice and discusses an improved framework using a multi-level scale approach. The framework is first demonstrated qualitatively with the conceptual design of a robust tall timber building. A quantification method is presented, which utilises an average robustness index for multiple damage scenarios and compares the cost effectiveness of various conceptual improvements against a starting design. The improved framework will allow the designer to make informed decisions to increase the robustness of any structure effectively.
Details
| Original language | English |
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| Publication status | Published - 2021 |
| Peer-reviewed | Yes |
| Externally published | Yes |
Conference
| Title | World Conference on Timber Engineering 2021 |
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| Abbreviated title | WCTE 2021 |
| Duration | 9 - 12 August 2021 |
| Degree of recognition | International event |
| Location | Online |
| City | Santiago |
| Country | Chile |
External IDs
| ORCID | /0000-0003-0767-684X/work/168208012 |
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Keywords
ASJC Scopus subject areas
Keywords
- Consequences, Disproportionate collapse, High-rise, Modelling, Optimisation, Risk, Uncertainty