DEM analysis of masonry hemispherical domes externally reinforced with metal bars

Author:

Chen Shipeng,Bagi Katalin

Funder

Hungarian Scientific Research Fund

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference54 articles.

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2. Unconfined compressive strength and Young’s modulus of Riyadh limestone;Alnuaim;Electron J Geotech Eng,2019

3. Arun G. Behaviour of masonry vaults and domes: Geometrical considerations, In Lourenço P.B., Roca P., Modena C., and Agrawal S. (eds), Structural Analysis of Historical Constructions 2006;1:299–306.

4. Baratta A., & Corbi O. The static behavior of historical vaults and cupolas, In J. Jasienko(ed), Structural Analysis of Historical Constructions 2012;1:15–44.

5. The role of frictional contact of constituent blocks on the stability of masonry domes;Beatini;Proceedings of the Royal Soc A,2018

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