永峻工程顧問股份有限公司 | 長輝工程顧問股份有限公司

T&C Tower

Kaohsiung City

1989

C. Y. Lee

  • Stories
    85F+B5
  • Altitude
    378 m
  • Construction type
    SS
  • Structural system
    Megastructure
  • Usage
    Office/Hotel
To accelerate the construction duration, the Up-Up Excavation Method was chosen.  The B5F and 1F were used as construction platforms.  The construction was simultaneously from both platforms.  The structural system is mega-frame system which was formed by 8 service cores strengthen by bracings like 8 super columns and the truss framings located in 13F, 14F, 36F, 36M, 57F, 57M, 71F, 78F~80F as mega girders.  Two active tune mass dampers (ATMD) were installed at the corner of 77F and 78F to reduce the acceleration induced by wind.
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