Mechanical behaviour of multi-panel cross laminated timber shear-walls with stiff connectors
Author:
Publisher
Elsevier BV
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Reference28 articles.
1. (2015) Cyclic Behaviour of CLT wall systems: Experimental tests and analytical prediction models;Gavric;J. Struct. Eng.,2015
2. Casagrande D. Doudak G. Mauro L. Polastri A. (2018) Analytical Approach to Establishing the Elastic Behavior of Multipanel CLT Shear Walls Subjected to Lateral Loads. J Struct Eng 2018;144(2):04017193. https://doi.org/ 10.1061/(ASCE)ST.1943-541X.0001948.
3. Nolet V. Casagrande D. Ghasan D. (2019) Multipanel CLT shear-walls: an analytical methodology to predict the elasticplastic. Eng Struct 2019;179:640–54. https://doi.org/ 10.1016/j.engstruct.2018.11.017.
4. The effect of bi-axial behaviour of mechanical anchors on the lateral response of multi-panel CLT shear-walls;Masroor;Eng. Struct.,2020
5. A proposal for the capacity-design at wall- and building-level in light-frame and cross-laminated timber buildings;Casagrande;Bull Earthquake Eng,2019
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