The peculiarity of using methods of graphical statics lies in its outstanding flexibility and in the related possibility of easily modelling a wide variety of structural shapes. These methods are furthermore valid whenever applied to the analysis of existing masonry structures. Some graphical methods for the analysis of axial-symmetrical domes are presented in this paper. In particular, the analysis concentrates on the original method concerning the static analysis of masonry domes described by M. Lévy

Henry T. Eddy's Contribution to the Calculus of Masonry Domes / G. Tempesta; M. Rapallini. - STAMPA. - (1997), pp. 478-478. (Intervento presentato al convegno XXth Iternational Congress of History of Science tenutosi a Liegi nel 20-26 luglio).

Henry T. Eddy's Contribution to the Calculus of Masonry Domes

TEMPESTA, GIACOMO;
1997

Abstract

The peculiarity of using methods of graphical statics lies in its outstanding flexibility and in the related possibility of easily modelling a wide variety of structural shapes. These methods are furthermore valid whenever applied to the analysis of existing masonry structures. Some graphical methods for the analysis of axial-symmetrical domes are presented in this paper. In particular, the analysis concentrates on the original method concerning the static analysis of masonry domes described by M. Lévy
1997
Book of abstracts - Symposiun
XXth Iternational Congress of History of Science
Liegi
G. Tempesta; M. Rapallini
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Utilizza questo identificatore per citare o creare un link a questa risorsa: https://hdl.handle.net/2158/608237
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