Get 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 issues within the research, layout and development of braced barrel vaults.

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The equivalent shell is then analysed algebraically or even possibly numerically. This approach is restricted to frameworks which are regular in both geometry and cross-section properties. 1 If we analyse the structure as a general assembly of discrete members then we generally use the stiffness method to generate a large set of simultaneous equations. Each equation is an equilibrium equation for one of the force components at one of the nodes expressed in terms of the unknown nodal displacements.

On the other hand, the codes of practice provide only a rough indication of the wind pressure distribution on such structures. Application of different codes of practice results in the determination of different forces; the differences can be quite considerable. A more rational approach than that stipulated by the codes of practice is necessary. This shows clearly that more research is urgently needed and wind tunnel tests are essential to determine with greater accuracy the possible wind forces.

This remarkable reduction in the final cost has been achieved not only because of the lightweight shell construction, but also because of significant savings in the surface area of the curved roof forms and reduction or elimination of external walls. A report on ‘Timber domes in the Ipswich area’, prepared by Mr Birkin Haward in 1975 for a competition arranged by the Timber Research and Development Association, contains a wealth of interesting details concerning timber domes and barrel vaults designed by the above-mentioned architectural firm.

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

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