Mechanical characterization of a pre-fabricated connection system for cross laminated timber structures in seismic regions. (15th July 2018)

• Record Type: Journal Article
• Authors: Polastri, A.; Giongo, I.; Angeli, A.; Brandner, R.
• Is Part Of: Engineering structures. Volume 167(2018)
• Page Start: 705
• Page End: 715
• Publication Date: 2018-07-15
• Subjects: Cross laminated timber -- Point-to-point connections -- Analytical procedure -- Nonlinear modelling -- Cyclic testing; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2017.12.022
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Experimental analysis of point-to-point connectors for Cross Laminated Timber (CLT). Analytical formulation for the evaluation of the connector capacity. Capacity domain to verify the connector under any given load combination. Linear and non-linear numerical modelling to simulate the CLT wall response. Analysis of the mechanical response of CLT walls subjected to cyclic loading. Abstract: This paper focuses on the point-to-point X-RAD connection system for the construction of cross laminated timber buildings in earthquake prone areas. Tests on X-RAD connectors subjected to "shear-tension" and "shear-compression" loading configurations are presented as supplement to the experimental data provided in previously published research. Tests aimed at characterizing the behavior of timber walls assembled with the system and loaded by lateral force are also reported. A capacity domain that allows for quick safety checks for any given load combination on the connector was derived from the experimental outcomes and is presented herein. An extremely simplified, yet effective numerical approach (the connector behavior is reproduced by 3-link elements) is proposed and compared with the experimental evidence. The 3-link model was able to reproduce with sufficient accuracy both, the elastic and post-elastic response of the walls. In the discussion section, particular attention is given to the system capability of dissipating energy and exhibiting ductile behavior.