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Elastic Results’ Comparison between Computing and Test of a Scaled Model of a Complex Supertall Building
Abstract:
The height of a complex supertall building is 250m. The central RC tube and peripheral SRC frame with a strengthened truss and a transfer truss are employed to resist vertical and lateral loads. At first, a shaking table test was performed on a 1/30 scaled model of the building to study its dynamic characteristics and to evaluate its earthquake resistant capacity. Then, a 3D finite element analysis of model structure was carried out. Finally, the analytical results were compared with the experimental ones to gain a better understanding of the structural behavior.
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655-660
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Online since:
March 2013
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© 2013 Trans Tech Publications Ltd. All Rights Reserved
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