Nonlinear Finite‐Element Model of Complete Light‐Frame Wood Structures
暂无分享,去创建一个
[1] B. Kasal,et al. NONLINEAR FINITE-ELEMENT MODEL FOR LIGHT-FRAME STUD WALLS , 1992 .
[2] James R. Goodman,et al. Wood floors with nonlinear nail stiffness , 1983 .
[3] Ajaya K. Gupta,et al. WOOD-FRAMED SHEAR WALLS WITH UPLIFTING , 1987 .
[4] Kevin Groom. Nonlinear finite-element modeling of intercomponent connections in light-frame wood structures , 1992 .
[5] Robert J. Leichti,et al. Incorporating Load Sharing in Shear Wall Design of Light‐Frame Structures , 1992 .
[6] Chun Chou,et al. Modeling of nonlinear stiffness and nonviscous damping in nailed joints between wood and plywood , 1987 .
[7] David I. McLean,et al. Lateral Load Sharing by Diaphragms in Wood‐Framed Buildings , 1993 .
[8] Bohumil Kasal,et al. A nonlinear three-dimensional finite-element model of a light-frame wood structure , 1992 .
[9] Rl Tuomi. Full-Scale Testing of Wood Structures , 1980 .
[10] F. Stasa. Applied finite element analysis for engineers , 1985 .
[11] R. C. Moody,et al. Modeling Laterally Loaded Light‐Frame Buildings , 1989 .