Read e-book online Analysis, Design and Construction of Braced Barrel Vaults PDF

By Z.S. Makowski

ISBN-10: 0203975944

ISBN-13: 9780203975947

ISBN-10: 0853343772

ISBN-13: 9780853343776

This selection of 24 articles covers a number of subject matters within the research, layout and building of braced barrel vaults.

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The half-dome is supported at its junction with the barrel vault by a trussed arch spanning over 104 m. As one roof area frames into the top chord of the arch, the adjoining barrel vault frames into the bottom chord, forming a continuous skylight some 6 m high. This complex structure has been analysed as a space framework using the data generated for the ‘Fran’ stress analysis program. The perspective of the structure shown in Fig. 18 was made automatically by a tape-controlled plotter. Fig. 15.

Acier, Stahl, Steel, No. 4, 1960, pp. 159–164. 24. , Catanzaro, C. C. The collapse load of braced translation vaults and cylindrical barrel vaults. Proceedings of the First International Space Structures Conference, Blackwell Scientific Publications, Oxford, 1967, pp. 502–524. 25. G. A. A multi-storey transit shed and warehouse for the Port of London Authority. Proceedings of the ICE Paper 7148, 1969, pp. 21–37. 26. Prynne, P. A computer investigation into the behaviour of a long braced barrel vault roof.

However, the numerical coefficients obtained by this approach differ from those obtained by the formula suggested by the French code of practice. 14(a) gives the comparison of the curves illustrating the distribution of external wind pressure according to the three different approaches. In practical design the final wind forces depend also on internal suction or pressure which may develop inside the building. 14(b) shows the resultant distribution following the use of the BSI formula. Reference 16 contains details of the distribution of axial forces produced by wind in the members of the barrel vault built at Montpellier.

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Analysis, Design and Construction of Braced Barrel Vaults by Z.S. Makowski

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