• HP Building Renovation
  • HP Building Renovation
  • - Project : HP Building Renovation, 2019
    - Work Scope : Seismic Performance Evaluation & Structural Design)
    - Analysis Program : Midas Gen - Pushover, Perform 3D - Time History Analysis
    - Location : Seoul, Korea
    - Occupancy : Office
    - Size : 43,725, , B7F/23F (Height : 119.4m)
    - Gravity Resistance System : Steel Beam & Girder
    - Lateral Resistance System : Moment-Resisting Frame System + Brace
    - Client : KEBHANA BANK Inc.
  • HP Building Renovation

    The structural design of building is applied to be resisted for lateral load(seismic and wind load) as 1998 Korean building design code. The Seismic performance evaluation has been proceeded as KBC2016 code as using non-linear analysis program.

  • HP Building Renovation
  • HP Building Renovation
  • HP Building Renovation
  • HP Building Renovation
  • HP Building Renovation
  • HP Building Renovation

    Evaluation for non linear analysis satisfies the drift limit at each direction.
    Story drift on 1.2 DBE and MCE level below 1.5% and 2% respectively.
    Evaluation conducts on the member inelastic rotation such as columns and girders, and axial strain on bracings. All members inelastic deformation are shown as below.