Strengthening of Masonry Structures Using Epoxy-Bonded FRP Laminates

Author:

Triantafillou Thanasis C.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference18 articles.

1. “Building construction under seismic conditions in the Balkan region Vol. 6. Repair and strengthening of historical monuments and buildings in urban nuclei.” (1984). UNDP/UNIDO Proj. RER / 79 / 015 United Nations Development Prog./United Nations Ind. Development Org. Vienna Austria.

2. Croci G. D'Ayala D. D'Asdia P. and Palombini F. (1987). “Analysis on shear walls reinforced with fibres.” IABSE Symp. on Safety and Quality Assurance of Civ. Engrg. Struct. Int. Assoc. for Bridge and Struct. Engrg. Lisbon Portugal.

3. “Design of masonry structures.” (1994). Eurocode No. 6 Comite Euro-International du Beton Lausanne France.

4. Ehsani M. R. (1995). “Strengthening of earthquake-damaged masonry structures with composite materials.” Non-metallic (FRP) reinforcement for concrete structures L. Taerwe ed. 680–687.

5. Shear Behavior of URM Retrofitted with FRP Overlays

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