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Snap-through and local buckling interaction in a timber dome: Bracing system vs. connection stiffness

Author(s):


Medium: conference paper
Language(s): English
Conference: Interfaces: Architecture, Engineering, Science, Annual Meeting of the International Association of Shell & Spatial Structures (IASS), Hamburg, 25-27 September 2017
Published in:
Year: 2017
Abstract: The stability of an existent single layer timber dome has been studied considering different loadings and increasing the yieldingness of the nodes. The dome is sensitive to the interaction between different instability phenomena. The effect of the existent bracing system has been evaluated.
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  • About this
    data sheet
  • Reference-ID
    10077763
  • Published on:
    21/04/2018
  • Last updated on:
    05/03/2019
 
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