Revisiting Classic Methods for the Equilibrium Analysis of Masonry Arches and Domes

Author:

Aita Danila

Publisher

Springer International Publishing

Reference124 articles.

1. Ageno A, Bernabò A, Foce F, Sinopoli A (2004) Theory and history of the thrust line for masonry arches. A brief account. In: Roca P, Molins C (eds) Arch Bridges IV. Advances in assessment, structural design and construction, Barcelona: CIMNE, pp 1–10

2. Aita D, Sinopoli A (2020) Revisiting Monasterio’s unpublished manuscript: a critical review of the collapse modes analysis of non-symmetric and symmetric masonry arches. Int J Archit Herit 14(5):762–793. https://doi.org/10.1080/15583058.2019.1648586

3. Aita D, Sinopoli A (2021) Two different approaches for collapse of nonsymmetric masonry arches: Monasterio’s treatment versus limit equilibrium analysis. J Eng Mech 147(10):04021071. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001989

4. Aita D, Barsotti R, Bennati S (2012) Equilibrium of pointed, circular and elliptical masonry arches bearing vertical walls. J Struct Eng ASCE 138(7):880–888. ISSN 0733-9445

5. Aita D, Barsotti R, Bennati S (2017) A modern reinterpretation of Durand-Claye’s method for the study of equilibrium conditions of masonry domes. In: Ascione L, Berardi V, Feo L, Fraternali F, Tralli AM (eds) AIMETA 2017—Proceedings of the XXIII conference of the Italian association of theoretical and applied mechanics, Gechi Edizioni, Milano, pp 1459–1471. ISBN 978-889-42484-7-0

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