Paper Title:
Analysis of Stress Response for the Super High Rise Double-Tower Connected Structure with the Trusses of Changing Rigidity
  Abstract

According to the current “Construction structure load standard”, in this paper, on the base of building a FEM of super high rise DTCS that with connected trusses and a single tower without connected trusses, the mechanical property of each was analyzed by using ETABS, a three- dimensional finite element software. The contrasted result indicates that with connected trusses the double-tower connected structures have better performance and higher structural effectiveness. This feature is more clearly seen with the increases of the truss’ rigidity. The stress of the truss shows certain regularity with the alteration of the truss’ stiffness and location.

  Info
Periodical
Advanced Materials Research (Volumes 291-294)
Chapter
Dynamic Mechanical Analysis, Optimization and Control
Edited by
Yungang Li, Pengcheng Wang, Liqun Ai, Xiaoming Sang and Jinglong Bu
Pages
1559-1563
DOI
10.4028/www.scientific.net/AMR.291-294.1559
Citation
Z. G. Mu, L. Wang, Z. Fan, "Analysis of Stress Response for the Super High Rise Double-Tower Connected Structure with the Trusses of Changing Rigidity", Advanced Materials Research, Vols. 291-294, pp. 1559-1563, 2011
Online since
July 2011
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Price
$32.00
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