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Lateral Performance for Wood-Frame Shear Walls–A Critical Review

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摘要 Wood is a green material in line with the sustainable development strategy.From the excellent performance of engineering wood products,modern wood structures represented by light wood structures have gained more development opportunities.As an indispensable part of light wood structure systems,the wood-frame shear wall plays a vital role in the bearing capacity and earthquake resistance of light wood structure systems.This paper is focused on a review of the lateral performance of wood-frame shear walls and classifies the influencing factors in relevant experimental research into three categories,including internal factors such as shear wall structure,external factors such as test scheme,and other factors of material production and test process.Finally,the research prospects in this field were introduced based on the summary of the research status.This work can be a reference for further research on the lateral performance of wood-frame shear walls.
出处 《Journal of Renewable Materials》 SCIE EI 2023年第5期2143-2169,共27页 可再生材料杂志(英文)
基金 This work was supported by the National Natural Science Foundation of China(Nos.51878354&51308301) the Natural Science Foundation of Jiangsu Province(Nos.BK20181402&BK20130978) 333 Talent High-Level Project of Jiangsu Province,and Qinglan Project of Jiangsu Higher Education Institutions.Any research results expressed in this paper are those of the writer(s)and do not necessarily reflect the views of the foundations.
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