Structural Design and Construction for Tall Damped Building with Irregularly-Shaped Plan and Elevation

저자(들)

  • Yasuhiko Yamashita Structural Engineering Section, Design Department, Osaka Main Office, Takenaka Corporation, Osaka 541-0053, Japan 저자
  • Soichiro Kushima Structural Engineering Section, Design Department, Osaka Main Office, Takenaka Corporation, Osaka 541-0053, Japan 저자
  • Yuuichirou Okuno Structural Engineering Section, Design Department, Osaka Main Office, Takenaka Corporation, Osaka 541-0053, Japan 저자
  • Taisei Morishita Structural Engineering Section, Design Department, Osaka Main Office, Takenaka Corporation, Osaka 541-0053, Japan 저자

키워드:

"Damping Tail" system, High-capacity oil damper, Hat truss and belt truss, Composite foundation

초록

This paper introduces three distinctive means for the use of a 189-meter high damped structure ensuring safety against earthquake:

1. Realization of L-shaped elevational structural planning: The bottom and top of the tower have belt trusses and hat trusses respectively to restrain the bending deformation. Furthermore, large-capacity oil dampers (damping force 6,000 kN) are installed in the middle part of the tower to restrain the higher-mode deformation.

2. Realization of L-shaped planar structural planning: We devised a means of matching the centers of gravity and rigidity by adjusting planar rigidity. Moreover, viscous damping devices are located at the edges of the L-shaped plan, where torsional deformation tends to be amplified. We call this the "Damping Tail" system.

3. Composite foundation to equalize deformations under different loading conditions: We studied the vertical and horizontal deformations using sway-rocking and 3D FEM models including the ground, and applied multi-stage diameter-enlarged piles to the tower and a mat foundation to the podium to keep the foundations from torsional deformations and ensure structural safety.

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2018-08-31

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