Paper Title:
Structural Design of Shenzhen Stock Exchange Plaza
  Abstract

Shenzhen Stock Exchange (SSE) plaza, being constructed in Shenzhen of China, is a complex high-rise building with a raised podium above ground level. The podium extends outwards from the tower structure at a maximum cantilever span of 36 meters. The lifted podium is a new concept conceived by architects but a big challenge confronting structural engineers. In this paper, the structural systems, including tower lateral resisting system, podium supporting system, floor system and foundation, are introduced. In order to evaluate the structural performance under the action of three earthquake levels specified by Chinese code, three models using MIDAS, ETABS and ABAQUS have been built; the results from the three software presented. It has been shown that the performance targets of all three design earthquake levels can be attained

  Info
Periodical
Advanced Materials Research (Volumes 374-377)
Chapter
Chapter 9: New Technology for the Preparation and Construction of Building Materials
Edited by
Hui Li, Yan Feng Liu, Ming Guo, Rui Zhang and Jing Du
Pages
1663-1675
DOI
10.4028/www.scientific.net/AMR.374-377.1663
Citation
Q. W. Wang, B. Zhou, D. S. Niu, "Structural Design of Shenzhen Stock Exchange Plaza", Advanced Materials Research, Vols. 374-377, pp. 1663-1675, 2012
Online since
October 2011
Export
Price
$32.00
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