Cyclic behavior of wood-frame shear walls with vertical load and bending moment for mid-rise timber buildings

Paúl Orellana,Hernán Santa María,José Luis Almazán,Xavier Estrella

Engineering Structures（2021）

引用 11|浏览5

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摘要

•Eight wood-frame walls were tested under high gravitational load and bending moment.•Wood-frame walls with high gravitational load are stronger and stiffer.•Better designs could be performed when considering gravitational load.

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关键词

Mid-rise timber buildings,Wood-frame shear walls,Cyclic behavior,Shear strength,Shear stiffness,Sturdy end-studs,Strong hold-downs,Vertical load,Bending moment

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