Shear behavior of masonry panels strengthened by FRP laminates

Construction and Building Materials

Volumn 16, Issue 7, 2002, Pages 409-416

  Valluzzi, M R ^a   Tinazzi, D ^a   Modena, C ^a  

^a UNIVERSITY OF PADOVA   (Italy)

Author keywords

Brick masonry; FRP laminates; Shear behavior

Indexed keywords

BRITTLENESS; COMPRESSION TESTING; FIBER REINFORCED PLASTICS; LAMINATES; SHEAR STRENGTH;

FIBER REINFORCED POLYMER (FRP) LAMINATES; MASONRY PANELS;

STRUCTURAL PANELS;

EID: 0036787062     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0950-0618(02)00043-0     Document Type: Article

References (7)

1. Binda L, Modena C, Valluzzi MR. Mechanical effects of bed joints steel reinforcement in historic masonry structures. Structural faults+repair. Engineering Techics Press, Edinburgh, UK: 1999.
2. Tinazzi D., Arduini M., Modena C., Nanni A. FRP-structural repointing of masonry assemblages. 2000;ACMBS III, Ottawa, Canada.
3. 2MaC Conference. Madrid, Spain: 2000.
4. Triantafillou T.C. Strengthening of masonry structures using epoxy-bonded FRP laminates. J Compos Constr ASCE. 2:(2):1998;96-104.
5. Yokel F.Y., Fattal G.S. Failure hypothesis for masonry shear walls. J Struct Div. 102:(ST3):1976;515-532.
6. ENV 1996-1-1. Eurocode 6: design of masonry structures. 1996.
7. Tomazevic M, Lutman M, Pertrovic L. In plane behavior of reinforced masonry walls subjected to cyclic lateral loads. Report to the Ministry of Science and Technology of Republic of Slovenia, parts 1 and 2. Liubljana, Slovenia, 1993.