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Yo Ji Construction Da Qian
Location: Taichung City
Architect: Chen Shui Jin Architects and Associates
Stories: B5F+32F
Structure: Steel Reinforced Concrete (SRC)
System: Special Moment Resisting Frame (SMRF)
Area: 91100 m2
Design: 2007

Earthquake Resisting Columns, Float-Resisting Pile (see note)
  • Height of Building: 114.6m
  • Wind-Tunnel Testing: Since the height of the building is over 100 meters and the vibration period is longer, the wind can have a significant impact on the building. Therefore, the Tamkang Wind Engineering Research Center was commissioned to conduct a wind-tunnel test in order to obtain accurate information on design wind load, design pressure, and roof acceleration.
  • Earthquake Resisting Columns:Earthquake resisting columns were installed on both sides of the structure in order to improve its lateral stiffness and degree of static indeterminacy.
  • Float-Resisting Pile: In order to improve the float-resistance, a float-resisting pile of 1.6m∮×6m is installed under the raft foundation via manual digging.
  • Double Top-Down Method:In order to reduce building time, double top-down method was used from 4FL and 13FL
 
 
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