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By Z.S. Makowski

This choice of 24 articles covers quite a number issues within the research, layout and development of braced barrel vaults.

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651–662. 19. N. Analysis and design of an aluminium single-layer barrel vault. MSc Thesis, University of Surrey, 1971. 20. Mertol, A. Design of the braced barrel vault with hexagonal unit. MSc Thesis, University of Surrey, 1971. 21. N. An experimental and theoretical analysis of braced barrel vaults with particular reference to the effect of edge conditions. MSc Thesis, University of London, 1958. 22. Nooshin, H. A technique for the analysis of structures having partially constrained joints. Civil Engineering and Public Works Review, May 1966, pp.

In view of these difficulties we need some guide as to when non-linear analysis is required. One suggestion is to apply a fairly substantial point load to just one node and then to calculate the corresponding linear displacement. If there is any significant change in the direction of the members meeting at the node then a non-linear analysis should be performed. 1 REFERENCE 1. T. Membrane forces and buckling in reticulated shells. J. Struct. , PASCE, Feb. 1965. NOOSHIN Space Structures Research Centre, University of Surrey, Guildford, UK 1 INTRODUCTION The objective of the present work is to illustrate the application of formex algebra in formulating the interconnection patterns of a number of single-layer braced barrel vaults.

F. and Broughton, P. Stability considerations in shallow vaults and shallow domes. Proceedings of the IASS, Tokyo, 1972, pp. 793–802. 5. Dziewolski, R. Computer-aided design and optimisation of structures. Proceedings of a Symposium on Industrialised Spatial and Shell Structures, Kielce, Poland, 1973, pp. 3–23. 6. Hosseinzadeh, H. Analysis of lamella structural systems with particular reference to lamella barrel vaults. MPhil Thesis, University of Surrey, 1967. 7. Howley, M. S. The analysis of braced barrel vaults.

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