Seismic Design Load for Multi-Story Steel Frames Composed of Expanded Sections

oleh: Xiang Xiang Wu

Format: Article
Diterbitkan: EDP Sciences 2021-01-01

Deskripsi

The steel frames, which are composed of expanded-section columns and beams, have bigger moment-resisting capacity and better structural stability. So that they are broadly applied in multi-story structures in low to medium seismic zones. However, the section is likely to local buckling due to its expanded sections, which decreases the structure ductility. To support its application, how to determine the horizontal seismic design load is studied here.