2001 年 7 巻 12 号 p. 83-88
Hybrid single-layer lattice shell using supplementary parts is the rectangular grid shell stiffened by self-equilibrated truss system. This system was applied for the imaginary projects of covering ball game stadium, in order to show the validity of this structure system for the large spans structure. The procedure to decide the arrangements of the supplementary parts is proposed. This procedure gives the arrangements, which improve the buckling load of the structure effectively.