Effect of timber ties on the behavior of historic masonry

Journal of Structural Engineering

Volumn 134, Issue 6, 2008, Pages 961-972

  Vintzileou, Elizabeth ^a  

^a NATIONAL TECHNICAL UNIVERSITY OF ATHENS   (Greece)

Author keywords

Deformation; Greece; Historic sites; Masonry; Reinforcement; Seismic effects; Wood

Indexed keywords

COMPRESSION TESTING; CRACK PROPAGATION; DEFORMATION; HISTORIC PRESERVATION; REINFORCED CONCRETE; SHEAR WALLS; STRUCTURAL HEALTH MONITORING; TIMBER;

HISTORIC SITES; PERIMETER WALLS; STONE MASONRY; TIMBER TIES;

MASONRY MATERIALS;

EID: 43949116923     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2008)134:6(961)     Document Type: Article

References (7)

1. ASTM. (2007). " Standard method of test for diagonal tension (shear) in masonry assemblages.." E519-07, ASTM Int. West Conshohocken, Pa.
2. Comit́ Euroṕen de Normalisation (CEN). (2004a). " Eurocode 2, design of reinforced concrete structures. Part 1-1: General. Common rules and rules for buildings.." EN1992-1-1, Brussels, Belgium.
3. Comit́ Euroṕen de Normalisation (CEN). (2004b). " Eurocode 5, design of timber structures. Part 1-1: General. Common rules and rules for buildings.." EN1995-1-1 Brussels, Belgium.
4. Manolatos, P. (2007). " The structural role of horizontal timber ties.." MS thesis, Faculty of Architecture, NTUA (in Greek).
5. National Technical University of Athens (NTUA)/ Earthquake Protection and Planning Organization (EPPO). (2005). " Investigation of timber reinforced masonry.." Research Rep., E. Vintzileou, P. Touliatos, and E. Tsakanika, eds. (in Greek).
6. Tsakanika, E. (2006). " The structural role of timber in the masonry of palace type buildings in the Minoan Crete.." Ph.D. thesis, Faculty of Architecture, National Technical University of Athens (in Greek).
7. Vintzileou, E., Zagkotsis, A., Repapis, C., and Zeris, C. (2007). " Seismic behaviour of the historical system of the island of Lefkada, Greece.." Constr. Build. Mater. CBVME2 0950-0618, 21 (1), 225-236.