Progressive Collapse of Single-Layer Braced Domes

Author:

Abedi K.1,Parke G.A.R.2

Affiliation:

1. Department of Civil Engineering, Sahand University of Technology, Tabriz, Iran.

2. Department of Civil Engineering, The University of Surrey, Guildford, Surrey GU2 5XH, UK

Abstract

Progressive collapse may be defined as the “widespread propagation of instability following damage to a portion of a structure”. In this paper, the dynamic propagation of local snap-through in single-layer braced domes is discussed. Dynamic snap-through and simultaneous multi-snap-through are described. Loading conditions for the occurrence of local snap-through have also been presented and a procedure for modelling this phenomenon using finite element analysis is developed. The central point in the proposed procedure is that the effect of dynamic snap-through is represented by providing appropriate initial velocities at the nodes in which snap-through as occurred. Using this procedure, the likelihood of progressive collapse is evaluated. In addition, some numerical investigations have also been presented.

Publisher

SAGE Publications

Subject

Building and Construction,Architecture,Civil and Structural Engineering,Conservation

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