Slope reliability analysis using the geotechnical random field method

Author(s):  
Sina Sasanian ◽  
Abbas Soroush ◽  
Reza Jamshidi Chenari
2013 ◽  
Vol 24 (5) ◽  
pp. 1051-1060 ◽  
Author(s):  
Fei CHEN ◽  
Yi-Qun LIU ◽  
Chao WEI ◽  
Yun-Liang ZHANG ◽  
Min ZHANG ◽  
...  

2014 ◽  
Vol 38 (3) ◽  
pp. 242-253 ◽  
Author(s):  
Ming Li ◽  
Zihuai He ◽  
Min Zhang ◽  
Xiaowei Zhan ◽  
Changshuai Wei ◽  
...  

Wear ◽  
1988 ◽  
Vol 127 (1) ◽  
pp. 53-63
Author(s):  
N.K. Myshkin ◽  
N.F. Semeniuk ◽  
G.S. Kalda

2015 ◽  
Vol 137 (10) ◽  
Author(s):  
Zhen Hu ◽  
Sankaran Mahadevan

This paper proposes a novel and efficient methodology for time-dependent system reliability analysis of systems with multiple limit-state functions of random variables, stochastic processes, and time. Since there are correlations and variations between components and over time, the overall system is formulated as a random field with two dimensions: component index and time. To overcome the difficulties in modeling the two-dimensional random field, an equivalent Gaussian random field is constructed based on the probability equivalency between the two random fields. The first-order reliability method (FORM) is employed to obtain important features of the equivalent random field. By generating samples from the equivalent random field, the time-dependent system reliability is estimated from Boolean functions defined according to the system topology. Using one system reliability analysis, the proposed method can get not only the entire time-dependent system probability of failure curve up to a time interval of interest but also two other important outputs, namely, the time-dependent probability of failure of individual components and dominant failure sequences. Three examples featuring series, parallel, and combined systems are used to demonstrate the effectiveness of the proposed method.


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