Seismic behavior and retrofitting of joints in traditional timber roof structures

Soil Dynamics and Earthquake Engineering

Volumn 22, Issue 9-12, 2002, Pages 1183-1191

  Parisi, Maria A ^a   Piazza, Maurizio ^b  

^a POLITECNICO DI MILANO   (Italy)

^b UNIVERSITY OF TRENTO   (Italy)

Author keywords

Experimental testing; Retrofitting; Seismic behavior; Timber structures

Indexed keywords

BUILDINGS; FINITE ELEMENT METHOD; REINFORCEMENT; RETROFITTING; ROOFS; TIMBER; TRUSSES;

STRUCTURAL RESPONSES;

SEISMOLOGY;

EARTHQUAKE ENGINEERING; ROOF; SEISMIC RESPONSE; SEISMIC RETROFIT; STRUCTURAL RESPONSE; TIMBER; WOOD;

EID: 0036818103     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(02)00146-X     Document Type: Article

References (7)

1. Bodig J, Jayne BA. Mechanics of wood and wood composites. New York: Van Nostrand; 1982.
2. Parisi MA, Piazza M. Mechanics of plain and retrofitted traditional timber connections. J Struct Engng Am Soc Civ Engrs 2000;126(12): 1395-403.
3. Parisi MA, Piazza M. Dynamic modeling of friction joints in traditional timber structures. Proceedings, Eurodyn'99 Conference, Prague; 1999.
4. Parisi MA, Piazza M. Traditional timber joints in seismic areas: cyclic behaviour, numerical modelling, normative requirements. Eur Earthquake Engng 2002;1:40-9.
5. Eurocode 8. Design provisions for earthquake resistance of structures. Part 1-3: general rules-Specific rules for various materials and elements; 1995.
6. RILEM Technical Committee 109 TSA, Timber structures in seismic regions. Dolan JD, editor. Mater Struct 1994;27(167):157-84.
7. Candelpergher L, Piazza M. Mechanics of traditional connections with metal devices in timber roof structures. Proceedings of the Seventh International Conference STREMAH 2001, Bologna, Italy. p. 415-24.