Analytical Model Development for CLT Diaphragms Loaded Perpendicular to the Length of Panels

Author:

Fakhrzarei Mahboobeh1,Daneshvar Hossein2,Chui Ying Hei3

Affiliation:

1. Master’s Student, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2R3 (corresponding author).

2. Research Associate, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2R3.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2R3.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference41 articles.

1. ABAQUS. 2011. Abaqus 6.11 theory manual . Providence RI: Dassault Systemes Simulia Corporation.

2. Ashtari S. 2012. “In-plane stiffness of cross-laminated timber floors.” Master’s of Applied Science thesis Dept. of Civil Engineering Univ. of British Columbia.

3. Shake-Table Experimental Testing and Performance of Topped and Untopped Cross-Laminated Timber Diaphragms

4. Monotonic and Cyclic Behavior of CLT Diaphragms

5. Blass H. J. and P. Fellmoser. 2004. “Design of solid wood panels with cross layers.” In Proc. 8th World Conf. on Timber Engineering WCTE 2004 543–548. Helsinki Finland: Finnish Association of Civil Engineers.

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