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Volume 40 Issue 8
Dec.  2014
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Article Contents
Lai Hongtao, Jiang Yi. THE STRUCTURAL DESIGN OF APARTMENT TOWERS FOR TIANJIN R&F CENTER[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 142-148. doi: 10.13204/j.gyjz201008032
Citation: Lai Hongtao, Jiang Yi. THE STRUCTURAL DESIGN OF APARTMENT TOWERS FOR TIANJIN R&F CENTER[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 142-148. doi: 10.13204/j.gyjz201008032

THE STRUCTURAL DESIGN OF APARTMENT TOWERS FOR TIANJIN R&F CENTER

doi: 10.13204/j.gyjz201008032
  • Received Date: 2010-02-20
  • Publish Date: 2010-08-20
  • Tianjin R & F Center is a landmark building of Xiaobailou district, 4 floors underground, 2200-metershigh towers up the ground. The structural system of the 54-storey apartment tower is steel brace framework-core tube structure system. The main lateral resistant structure of X direction is reinforced concrete tube, and of Y direction is a combination system of steel brace framework and reinforced concrete tube. The steel brace framework is a combination of rectangular concrete-filled steel tube columns, rectangular steel braces and H-shaped steel-concrete composition beam. For the super-tall building, different kinds of lateral resistant structures are used in X and Y directions, ratio of H/B of concrete filled steel tube column is beyond 2.0, it is presented in detail the structural systems and members.
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