Limit equilibrium analysis of masonry arches

Author:

Alexakis Haris,Makris Nicos

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering

Reference58 articles.

1. Sinopoli A., Corradi M., Foce F.: Modern formulation for preelastic theories on masonry arches. J. Eng. Mech. 123, 204–213 (1997). doi: 10.1061/(ASCE)0733-9399(1997)123:3(204)

2. Foce, F., Aita, D.: The masonry arch between “limit” and “elastic” analysis. A critical re-examination of Durand-Claye’s method. In: Proceedings of 1st International Congress on Construction History, (ed. S. Huerta, Madrid: Instituto Juan de Herrera), vol. II, pp. 895–905 (2003)

3. De Luca A., Giordano A., Mele E.: A simplified procedure for assessing the seismic capacity of masonry arches. Eng. Struct. 26, 1915–1929 (2004). doi: 10.1016/j.engstruct.2004.07.003

4. Lagomarsino S.: On the vulnerability assessment of monumental buildings. Bull Earthq. Eng 4, 445–463 (2006). doi: 10.1007/s10518-006-9025-y

5. Hooke, R.: A description of helioscopes, and some other instruments. London (1675)

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