Robustness of tall timber buildings: An improved framework

Research output: Contribution to conferencesPaperContributedpeer-review

Contributors

  • Konstantinos Voulpiotis - , ETH Zurich (Author)
  • Jochen Köhler - , Norwegian University of Science and Technology (Author)
  • Robert Jockwer - , Chalmers University of Technology (Author)
  • Andrea Frangi - , ETH Zurich (Author)

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 languageEnglish
Publication statusPublished - 2021
Peer-reviewedYes
Externally publishedYes

Conference

TitleWorld Conference on Timber Engineering 2021
Abbreviated titleWCTE 2021
Duration9 - 12 August 2021
Degree of recognitionInternational event
LocationOnline
CitySantiago
CountryChile

External IDs

ORCID /0000-0003-0767-684X/work/168208012

Keywords

ASJC Scopus subject areas

Keywords

  • Consequences, Disproportionate collapse, High-rise, Modelling, Optimisation, Risk, Uncertainty