A Methodology for Imprecise Moment-Independent Global Sensitivity Analysis with Limited Data of Copula-Dependent Inputs: Application for Slopes-Reference-Cited by-同舟云学术

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A Methodology for Imprecise Moment-Independent Global Sensitivity Analysis with Limited Data of Copula-Dependent Inputs: Application for Slopes

Published:2024-04 Issue:4 Volume:150 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Kumar Akshay¹^ORCID,Tiwari Gaurav²

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Indian Institute of Technology (IIT) Kanpur, Kanpur, Uttar Pradesh 208016, India. ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology (IIT) Kanpur, Kanpur, Uttar Pradesh 208016, India (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JENMDT.EMENG-7455

Reference70 articles.

1. Pair-copula constructions of multiple dependence

2. Reliability assessment of marine structures considering multidimensional dependency of the variables

3. Probabilistic Analysis of Rock Slopes Involving Correlated Non-normal Variables Using Point Estimate Methods

4. Evaluation of rock property variability

5. Influence of rock property correlation on reliability analysis of rock slope stability: From property characterization to reliability analysis

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1. Modeling and simulation of optical system error transmission in the laser tracker;Applied Optics;2024-08-07

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