Nonlinear FE-analysis and testing of light-frame timber shear walls subjected to cyclic loading
Author:
Funder
Stiftelsen för Kunskaps- och Kompetensutveckling
Publisher
Elsevier BV
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Reference36 articles.
1. EN-1995-1-1, Eurocode 5: Design of Timber Structures-Part 1-1: General-Common Rules and Rules for Buildings, Brussels, 2004.
2. Bibliography on lumber and wood panel diaphragms;Peterson;J. Struct. Eng.,1983
3. Lateral resistance of wood shear walls with large sheathing panels;Lam;J. Struct. Eng.,1997
4. Parametric evaluation of racking performance of platform timber framed walls;Dhonju;Structures,2017
5. Path dependence in OSB sheathing-to-framing nailed connection revealed by biaxial testing;Bader;J. Struct. Eng.,2018
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1. Numerical and experimental investigations of cracked light-frame timber walls;Journal of Building Engineering;2024-11
2. Experimental and analytical assessment of the racking behavior of timber frame walls with single-sided double-layered sheathing panels;Engineering Structures;2024-10
3. Shear resistance of Oriented Strand Board panel sheathings in timber-framed shear walls;Engineering Structures;2024-10
4. Numerical and experimental investigations of prefabricated light-frame timber modules;Engineering Structures;2024-01
5. Stiffness of Experimentally Tested Horizontally Loaded Walls and Timber-Framed Modular Building;Materials;2023-09-15
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