Lateral Performance of Cross-laminated Timber Shear Walls: Analytical and Numerical Investigations

Effect of Overturning Restraint on the Performance of Fully Sheathed and Perforated Timber Framed Shear Walls

Cross Laminated Timber Construction for Resisting Lateral Loads on Six Level Buildings

The author’s intention is to contribute to the general discussion on timber multi-level commercial buildings. Interest in this topic is expected due to the environmental advantages of timber construction when compared to concrete and steel. This paper looks into three timber based systems for resisting lateral loads for buildings to six storeys, that will ensure relatively ‘open’ floor spaces. ...

Rolling Shear Properties of Cross Laminated

1 College of Materials Science and Engineering, Nanjing Forestry University, 159 6 Longpan Road, Nanjing, Jiangsu, China 210037. 7 2 Faculty of Forestry and Environmental Management, University of New 8 Brunswick, 28 Dineen Drive, Fredericton, New Brunswick, Canada E3B 5A3. 9 * Corresponding author: [email protected] 10 Received: July 08, 2017 11 Accepted: March 02, 2018 12 Posted online: March 06...

Ambient vibration tests of a cross-laminated timber building

Determination of Lateral load Capacity of Steel Shear Walls Based on Artificial Neural Network Models

In this paper, load-carrying capacity in steel shear wall (SSW) was estimated using artificial neural networks (ANNs). The SSW parameters including load-carrying capacity (as ANN’s target), plate thickness, thickness of stiffener, diagonal stiffener distance, horizontal stiffener distance and gravity load (as ANN’s inputs) are used in this paper to train the ANNs. 144 samples data of each of th...