By Z.S. Makowski
This choice of 24 articles covers a number subject matters within the research, layout and development of braced barrel vaults.
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Additional resources for Analysis, Design and Construction of Braced Barrel Vaults
13. S. Analytical and experimental investigations of stress distribution in steel space frames. Proceedings of the Steel Congress, Luxembourg, 1964, pp. 581–603. 14. Steel Space Structures. Chapter 2 on braced barrel vaults, pp. 80–107. Michael Joseph, London, 1965. 15. S. Steel space structures in Japan—A review of their recent developments. Building Specification, May 1973, pp. 51–56. 16. S. Steel braced barrel vaults. Building Specification, October 1977, pp. 43–50. 17. S. and Wong, C-W. Stress analysis of braced barrel vaults subjected to wind loading.
Lederer, F. Raumsysteme der Stahlkonstruktionen. Preliminary Report of the International Association for Bridge and Structural Engineering, Ninth Congress, Amsterdam, 1972, pp. 467– 472. Analysis, Design and Construction of braced barrel vaults 36 10. Lederer, F. Component system of a steel lamella vault. Proceedings of the Second International Space Structures Conference, University of Surrey, 1975, pp. 379–381. 11. Livesley, R. Matrix Methods of Structural Analysis. Pergamon Press, Oxford, 1969.
A frame analysis will be required as the bracing is not properly triangulated. There will be six equilibrium equations at each node which means 1250×6=7500 equations. If a standard disk-based banded equation solver is employed then the disk memory requirement will be n×b where n is the number of equations and b is the half bandwidth (maximum member node difference multiplied by the number of equations per node which is 6×(25+1)=156 for this example) and the main memory requirement will be b2/2.
Analysis, Design and Construction of Braced Barrel Vaults by Z.S. Makowski