Seismic Design Requirements for Steel Frame Structure Buildings
Steel structures constructed in seismic zones must meet the following design requirements: 1. For seismic fortification levels of 7 or higher, horizontal bracing should be installed around the perimeter sections of the truss within its support plane. Theoretical calculations indicate that horizontal bracing enhances the truss's lateral seismic performance. For perimeter-supported trusses, three types of chord member configurations exist for the bracing plane: (1) Orthogonal-orthogonal type: Diagonal members are installed within the peripheral grid to form a closed system. (2) Orthogonal-oblique type: Horizontal members are arranged along the boundary to form a closed system. (3) Triaxial type: The support plane itself is composed of geometrically stable triangles, thus requiring no additional bracing. 2. The slenderness ratio of members within the peripheral 2–3 grid zones shall not exceed 180. This is because the chord members along the perimeter of the space frame experience rel...