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  • Dynamic behavior of metal-plate-connected wood truss joints

    Creator:
    Kent, Scott M.
    Abstract:
    The objectives of this research were to evaluate the behavior of actual metal-plate-connected (MPC) tension-splice and heel wood truss joints under seismic loads from the Northridge earthquake (tension-splice joints only) and under loads from a large artificial earthquake (1.0 g's and 0.67 g's maximum horizontal and vertical accelerations, respectively). A...
    Resource Type:
    Masters Thesis