Abstract：
Staggered truss high-rise steel-timber combined structure is a new green residence. In this paper, 8 models of staggered truss high-rise steel-timber combined structure are established to analyze their global stability considering material nonlinearity and geometrical nonlinearity. Study the influence law of the whole stability caused by structural materials, building height to width ratio, lateral resistant system. Explore the reasonable structure form and layout of this system.
