Paper Title:
Estimation Theory on Cable’s Diameter in Pre-Stressed Mega Brace and Steel Frame Structure
  Abstract

According to the superposition principle of building structure, the lateral deformation mode of pre-stressed mega bracing-steel frame structure was analyzed, then the relation between the structural maximum inter-story drift and cross section area of cable was further established. Based on the area of cable derived by the design target value of inter-story drift, the qualitative estimation theory on cross section area of the cable is finally determined.

  Info
Periodical
Chapter
Chapter 1: Structural Engineering
Edited by
Xuejun Zhou
Pages
310-315
DOI
10.4028/www.scientific.net/AMM.94-96.310
Citation
S. Gu, B. J. Tang, J. H. Shao, "Estimation Theory on Cable’s Diameter in Pre-Stressed Mega Brace and Steel Frame Structure", Applied Mechanics and Materials, Vols. 94-96, pp. 310-315, 2011
Online since
September 2011
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