Robustness of large-span timber roof structures - Two examples

Jørgen Munch-Andersen*, Philipp Dietsch

*Corresponding author for this work

Research output: Contribution to journalJournal articleResearchpeer-review

35 Citations (Scopus)

Abstract

This paper discusses the robustness of large-span timber roof structures, based on findings from failures of two roof structures. One is the Siemens arena in Ballerup, Denmark and the other the Bad Reichenhall ice-arena in Germany. The structures are described as well as the flaws that are believed to have caused the failures. The two cases serve as examples of different design strategies for large-span timber roof structures and the consequences of such strategies for robustness. It is demonstrated that robustness is not a straightforward concept because the best strategy depends on the cause of the failure - which is obviously not known during planning and design.

Original languageEnglish
JournalEngineering Structures
Volume33
Issue number11
Pages (from-to)3113-3117
Number of pages5
ISSN0141-0296
DOIs
Publication statusPublished - Nov 2011
Externally publishedYes

Keywords

  • Failure
  • Indeterminacy
  • Large span roof
  • Redundancy
  • Robustness
  • Structure
  • Timber

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