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Zongtai Development & Construction Eastern Empire
Location: Taichung City
Architect: Xu Xian Rui Architects and Associates,Feng Guo Architects and Associates
Stories: B4F+38F
Structure: Steel (SS)
System: Dual System(SMRF+Buckling Inhibited Brace)
Area: 70800 m2
Design: 2007

Earthquake Resising Device: UBB+VEM Float-Resisint Pile
  • Building Height: 135m
  • 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.
  • The devices are made by New Nippon Steel Corporation. UBB devices are set up at 1- 25F, while VEM devices are set up at 26-30F.
  • 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.
 
 
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