Reliability Index Calculation of Lateral Load Bearing Single-Piles Based on ANSYS

Article Preview

Abstract:

At present, it is scarcely possible to represent results in deterministic calculation in the definite finite element analysis. Stochastic finite element method is on the basis of the combination of mathematical statistics and the finite element method. Then we can use mathematical statistics to analyze the randomness of the parameters, get the data of dependent displacement and stress, and finally calculate all kinds of features. In this paper, modeling and calculation function and unique PDS module offered by ANSYS are applied to analyze the reliability of lateral load bearing single-piles.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 834-836)

Pages:

1612-1615

Citation:

Online since:

October 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Industry standard of the People's Republic of China: Port engineering pile foundation specification (JTJ254-98) [S]. Beijing: People's traffic press, (1998).

Google Scholar

[2] Li Guoqiang. Engineering structure load and reliability design principle [M]. Beijing: China building industry press, (2005).

Google Scholar

[3] Wu Qingxi. Structural reliability analysis and stochastic finite element method [M]. Beijing: Mechanical industry press, (2005).

Google Scholar

[4] Tandjirav, Tehci. Lowbk Reliability analysis of laterally loaded piles using response surface methods[J]. Structural Safety, 2000, 22(4):335-355.

DOI: 10.1016/s0167-4730(00)00019-9

Google Scholar

[5] Hisada T, Nakagiri S. Stochastic finite element method developed for structures. Safety and reliability . In Proc Third Int Conf on Structure Safety and Reliability. Norway:Trondheim. 1981:395-408.

Google Scholar

[6] Vanmarcke E H. Probabilistic modeling of soil profiles. Journal of Geotechnical Engineering Division, ASCE. 1997, 103(11): 1227-1246.

DOI: 10.1061/ajgeb6.0000517

Google Scholar