Robustness of tall timber buildings: An improved framework

Publikation: Beitrag zu KonferenzenPaperBeigetragenBegutachtung

Beitragende

  • Konstantinos Voulpiotis - , ETH Zürich (Autor:in)
  • Jochen Köhler - , Norwegian University of Science and Technology (Autor:in)
  • Robert Jockwer - , Chalmers University of Technology (Autor:in)
  • Andrea Frangi - , ETH Zürich (Autor:in)

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

OriginalspracheEnglisch
PublikationsstatusVeröffentlicht - 2021
Peer-Review-StatusJa
Extern publiziertJa

Konferenz

TitelWorld Conference on Timber Engineering 2021
KurztitelWCTE 2021
Dauer9 - 12 August 2021
BekanntheitsgradInternationale Veranstaltung
OrtOnline
StadtSantiago
LandChile

Externe IDs

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

Schlagworte

ASJC Scopus Sachgebiete

Schlagwörter

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