New technologies for construction of medium-rise buildings in seismic regions: The XLAM case

Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE)

Volumn 18, Issue 2, 2008, Pages 156-165

  Ceccotti, Ario ^a,b  

^a UNIVERSITY IUAV OF VENICE   (Italy)

^b CNR IVALSA   (Italy)

Author keywords

Cross lam; Full scale tests; Seismic design; Shaking table tests; Wood buildings

Indexed keywords

INNOVATION; NUMERICAL ANALYSIS; SEISMIC DESIGN; WOODEN CONSTRUCTION;

FULL-SCALE TESTS; SEISMIC ACTIONS; SHAKING TABLE TESTS; WOOD BUILDINGS;

TALL BUILDINGS;

EID: 44049098204     PISSN: 10168664     EISSN: None     Source Type: Journal    
DOI: 10.2749/101686608784218680     Document Type: Article

References (7)

1. EN 1998-1:2004. Eurocode 8: Design of Structures for Earthquake Resistance - Part 1: General Rules, Seismic Actions and Rules for Buildings, CEN Brussels, 2004.
2. Ceccotti A, Follesa M, Kawai N, Lauriola MP, Minowa C, Sandhaas C, Yasumura M. Which seismic behaviour factor for multi-storey buildings made of cross-laminated wooden panels? Proceedings of 39th CIB W18 Meeting, paper no. 39-15-4, Firenze, 2006.
3. Ceccotti A, Foschi RO. Reliability assessment of wood shear walls under earthquake excitation. Proceedings of Santorini Conference on Stochastic Mechanics, Greece, 1998.
4. Ceccotti A, Karacabeyli E. Validation of seismic design parameters for wood-frame shearwall system. Can. J. Civ. Eng. 2002; 29(3): 484-498.
5. EN 1995-1-1:2005. Eurocode 5 - Design of Timber Structures - Part 1-1: General- Common Rules and Rules for Buildings.
6. Ceccotti A, Vignoli A. A hysteretic behavioural model for semirigid joint. Eur. Earthquake Eng. 1989; Vol. III, (3/89): 3-9.
7. Palermo A, Pampanin S, Buchanan A, Fragiacomo M, Deam B. Code provisions seismic design of multi-storey post-tensioned buildings. Proceedings of 39th CIB W18 Meeting, paper no. 39-15-6, Firenze, 2006.