By Z.S. Makowski
This choice of 24 articles covers various issues within the research, layout and building of braced barrel vaults.
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Additional resources for Analysis, Design and Construction of Braced Barrel Vaults
931–944. 4. 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.
Applying lightweight concrete over a barrel vault. c. 23). Another system followed soon, introduced by Messrs Ove Arup and Partners and manufactured by Scaffolding (Great Britain) of Mitcham, Surrey. 25). Whereas Mr Blumfield’s type can be described as the rectangular space grid, the ‘lattice shell’ was the precursor of the so-frequently used ‘three-way’ single-layer grid forming a fully triangulated system. c. shell with greater flexibility in the choice of position of daylighting. The lattice shell’ used tubular members, whereas the ‘lightweight shell’ used a combination of the various types of more orthodox structural shapes.
Computer analysis showed that the dead weight stresses are quite small, but the wind loading produced the critical forces. This study provided the opportunity of comparing three different methods of determination of the wind pressure on cylindrical barrel vaults. The simplified methods of the determination of wind forces acting on structures assumed that wind blowing against the structure produces pressure on the windward side and suction of the leeward surface of the roof. There are many empirical formulae giving the numerical values of the coefficients of the pressure and suction.
Analysis, Design and Construction of Braced Barrel Vaults by Z.S. Makowski