FE homogenized limit analysis model for masonry strengthened by near surface bed joint FRP bars

Author:

Milani Gabriele

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference30 articles.

1. Le chiese e il terremoto [churches and earthquake];Doglioni,1994

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 nonmetallic (FRP) reinforcement for concrete structures. Proceedings of the second international RILEM symposium FRPRCS-2; 1997. p. 681–7.

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

5. Binda L, Modena C, Valluzzi MR, Zago R. Mechanical effects of bed joint steel reinforcement in historic brick masonry structures. In: Structural faults+repair 99, 8th international conference, London, UK; 1999.

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