With current nonlinear analysis computer capabilities, this
study was conducted to develop a linkage element that permits
analyses of wood composite structures taking into account possible
slip in the nailed joints. The finite elements chosen to represent the wood stud, plywood, gypsum and nails are described. The
method as applied...
A computer program called SAPWOOD which possesses the
capability of performing linear or nonlinear, static or
dynamic response including seismic excitation for wood-framed
buildings with semirigid connection systems is
presented in this study. Program SAPWOOD is a modification
of the program NONSAP by adding new elements such as a
linkage...