Analytical Approach to Collapse Mechanisms of Circular Masonry Arch

Author:

Blasi Carlo,Foraboschi Paolo

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference25 articles.

1. Benvenuto E. (1981). The historical developments of the science of constructions . Sansoni Publisher Rome Italy (in Italian).

2. Blasi C. and Foraboschi P. (1989a). “The masonry arch: a finite element approach by no‐tension‐friction‐elements and check of the method.” Proc. AIMETA IV Italian Conf. on Computational Mech. Padova Italy (in Italian).

3. Blasi C. and Foraboschi P. (1989b). “A Non‐linear finite element approach to the masonry arch and the masonry flat arch.” Proc. Int. Tech. Conf. Struct. Conservation of Stone Masonry DIC Athens Greece.

4. Castigliano C. A. P. (1879). Theorie de l'equilibre des systemes elastiques et ses applications . A. F. Negro Publisher Turin Italy (in French).

5. Chiostrini S. Foraboschi P. and Sorace S. (1989). “Problems connected with the arrangement of a non‐linear finite element method to the analysis of masonry structures.” Proc. Int. Conf. STREMA Florence Italy.

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