Outline of the Experiment

Outline of the Specimen

specimen

Concept of the Specimen

According to the current Japanese specifications and practices.

  • Dampers used in a moment resisting frame building
  • Column : box steel section (BCR295)
  • Girder:H-shaped steel section(SN490B)
  • Damper : 4 types (Steel, Viscous, Oil, Visco-elastic)
  • Frame(column and girder) will be used repeatedly.
  • Moment connection by through-diaphragm detail.
  • End of girder (no damper connecting): reinforced by horizontal haunch
  • Column base is rigidly connected to base steel.
  • Non-structural components : ALC wall, aluminum curtain wall, sash window, steel door, dry partition wall, ceiling

 

Shaking plan

  • Three dimensional loading of the earthquake ground motion recorded in Hyogoken-Nanbu earthquake, JR-Takatori.