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Finite element modelling to predict cracking and seismic collapse of a thin masonry shell structure

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: This paper investigates the seismic performance of an unreinforced thin masonry shell structure. A nonlinear pushover analysis is performed using FE modelling to predict the crack propagation and failure mechanism. The sensitivity of the results to material and geometric properties is quantified.
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  • About this
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  • Reference-ID
    10077564
  • Published on:
    21/04/2018
  • Last updated on:
    05/03/2019
 
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