Damage Assessment of Connections Used in Cross-Laminated Timber Subject to Cyclic Loads

Author:

Schneider J.1,Karacabeyli E.2,Popovski M.3,Stiemer S. F.4,Tesfamariam S.5

Affiliation:

1. Ph.D. Candidate, School of Engineering, Univ. of British Columbia, Okanagan Campus, 3333 University Way, Kelowna, BC, Canada V1V 1V7.

2. Adjunct Professor, Dept. of Civil Engineering, Univ. of British Columbia and FPInnovation, 2665 East Mall, Vancouver, BC, Canada V6T 1W5.

3. Senior Scientist, FPInnovation, 2665 East Mall, Vancouver, BC, Canada V6T 1W5.

4. Professor, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver Campus, 6250 Applied Science Lane, Vancouver, BC, Canada V6T 1Z4.

5. Associate Professor, School of Engineering, Univ. of British Columbia, Okanagan Campus, 3333 University Way, Kelowna, BC, Canada V1V 1V7 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference27 articles.

1. ASTM. (2009). “Standard test methods for cyclic (reversed) load test for shear resistance of walls for buildings.” ASTM E2126-11 West Conshohocken PA.

2. Seismic damage in reinforced concrete frames;Banon H.;J. Struct. Eng.,1981

3. Seismic safety of reinforced concrete members and structures

4. Blass H. J. and Uibel T. (2007). “Edge joints with dowel type fasteners in cross laminated timber.” Paper 40-7-2. Proc. of CIB-W18 Timber Eng. Univ. of Karlsruhe Karlsruhe Germany.

5. British Columbia Building Code (BCBC). (2010). British Columbia Building Code QP Publication Services.

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