Contribution of the fill to the static behaviour of arched masonry structures: theoretical formulation

Author:

Baratta Alessandro,Corbi Ottavia

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Computational Mechanics

Reference38 articles.

1. Heyman J.: The stone skeleton. Int. J. Solids Struct. 2, 240–279 (1966)

2. Kooharian A.: Limit analysis of voussoir (segmental) and concrete arches. Proc. Am. Concrete Inst. 89, 317–328 (1953)

3. Bazant Z.P., Li Y.N.: Stability of cohesive crack model: part I: energy principles. J. Appl. Mech. 62, 959–964 (1995)

4. Baratta A.: Statics and reliability of masonry structures in reliability problems: general principles and applications in mechanics of solids and structures. In: Casciati, F., Roberts, J.B. (eds) CISM Courses and Lectures n. 317, pp. 205–236. Springer, Vienna (1991)

5. Del Piero G.: Constitutive equation and compatibility of the external loads for linear-elastic masonry materials. Meccanica 24, 150–162 (1989)

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