Reliability Analysis for Transverse Crack of Concrete Structure

Abstract:

According to the national standard "Code for Design of Concrete Structure", the reliability index for the structural members of reinforced concrete have not been given, which are controlled by serviceability limit states. A methodological framework was proposed, which made use of fuzzy invalidation rule for reliability analysis of reinforced concrete members. Firstly, A membership function was chosen. Secondly, A equivalent function was established to deal with the fuzzy reliability of concrete structure by traditional JC method. Finally, the fuzzy reliability index of transverse crack of reinforced concrete structure was obtained.

• Periodical: Applied Mechanics and Materials (Volumes 501-504)
• Pages: 748-751
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.501-504.748
• Online since: January 2014
• Authors: Bin Cai*, Xin Hui Liu
• Keywords: Concrete Structure, Reliability, Serviceability Limited State, Transverse Crack

References

[1] Engineering structure reliability design standard(GB50153-2008)[S]China Architecture & Building Press, beijing2008.

[2] Concrete structure design code GB50153-2008[S]China Architecture & Building Press, beijing2010.

[3] SHEN Zaikang, in: Application of comment on the new code for design of concrete structures [M ] . Beijing: China Architecture &Building Press, 1993: 17- 24.

[4] Load code for the design of building structures GB50153-2008[S]China Architecture & Building Press, beijing, (1993).