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

Abstract:

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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:

Edited by:

Xuejun Zhou

Pages:

310-315

DOI:

10.4028/www.scientific.net/AMM.94-96.310

Citation:

S. Gu et al., "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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Price:

$35.00

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