Experimental and Numerical Characterization of Monotonic and Cyclic Performance of Cross-Laminated Timber Dowel-Type Connections

Author:

Jalilifar Ehsan1,Koliou Maria2ORCID,Pang Weichiang3

Affiliation:

1. Ph.D. Student, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77843.

2. Assistant Professor, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77843 (corresponding author). ORCID: .

3. Professor, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference36 articles.

1. Finite element modelling of inclined screwed timber to timber connections with a large gap between the elements

2. Blass H. J. and I. Bejtka. 2004. “Reinforcements perpendicular to the grain using self-tapping screws.” In Proc. 8th World Conf. on Timber Engineering. Lahti Finland: Finnish Association of Civil Engineers RIL.

3. Cross laminated timber (CLT) diaphragms under shear: Test configuration, properties and design

4. Cross laminated timber (CLT): overview and development

5. Ceccotti A. M. Follesa M. Lauriola and C. Sandhaas. 2006. “Sofie project–test results on the lateral resistance of cross-laminated wooden panels.” In Proc. 1st European Conf. on Earthquake Engineering and Seismicity. Geneva: European Conference on Earthquake Engineering and Seismicity.

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