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The chapter presents results from a parametric study of timber shear walls subjected to monotonic loading. Key findings include: 1) Wall displacement increases as the supporting joist stiffness decreases. 2) The joist stiffness may control the allowable resistance of the wall system. 3) Rackling displacement increases as joist stiffness increases. 4) Anchorage size has minimal effect if slip does not occur between connectors and studs. The results provide insight into wall behavior on flexible foun

Author

JESUS is My GOD

Language

EN