Reliability and Resistance Statistical Analysis for the Structural Members of Cold- Formed Thin-Walled Structures

Xue Fang Huang; Xin Yan Shao

doi:10.4028/www.scientific.net/AMR.671-674.754

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Reliability and Resistance Statistical Analysis...

Reliability and Resistance Statistical Analysis for the Structural Members of Cold- Formed Thin-Walled Structures

Abstract:

This study analyze the capacity formulae of the structural members whose stress are the compressing, pure bending and compression-bending, which are recommended in Chinese Unified Standard for The Reliability Design of Building Structure, by the first order second moment method. The analytical results indicate that the reliability indexes of the design formulae can meet the requirements of the Unified Standard for The Reliability Design of Building Structure (GB 50068-2001) for plastic material.

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Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

754-757

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.754

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Online since:

March 2013

Authors:

Xue Fang Huang, Xin Yan Shao

Keywords:

Bearing Capacity, Cold-Formed Thin-Wall Steel Structure, Reliability Analysis, Resistance Statistical Analysis

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