Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part I: Unreinforced masonry failure surfaces

Author:

Milani Gabriele,Milani Enrico,Tralli Antonio

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering

Reference46 articles.

1. Strengthening techniques tested on masonry structures struck by the Umbria–Marche earthquake of 1997–1998;Corradi;Constr Build Mater,2002

2. Schwegler G. Masonry construction strengthened with composites in seismically endangered zone. In: Proceedings of the 10th European conference on earthquake engineering, Wien; 1994. p. 2299–303.

3. Eshani MR. Strengthening of earthquake damaged masonry structures with composite materials. In: Proceedings of the nonmetallic (FRP) reinforcement for concrete structures. Proceedings of the 2nd international RILEM symposium FRPRCS-2; 1997. p. 681–7.

4. Fiber composites of new and existing structures;Saadmantesh;ACI Struct J,1991

5. Damage of masonry panels reinforced by FRP sheets;Luciano;Int J Solids Struct,1998

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