A fully adaptive method for structural stochastic response analysis based on direct probability integral method-Reference-Cited by-同舟云学术

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A fully adaptive method for structural stochastic response analysis based on direct probability integral method

Published:2022-06 Issue: Volume:396 Page:115066
ISSN:0045-7825
Container-title:Computer Methods in Applied Mechanics and Engineering
language:en
Short-container-title:Computer Methods in Applied Mechanics and Engineering

Author:

Tao Tianzeng^ORCID,Zhao Guozhong^ORCID,Yu Yang,Huang Bowei,Zheng Hao

Funder

National Natural Science Foundation of China

Dalian University of Technology

National Key Research and Development Program of China

Publisher

Elsevier BV

Subject

Computer Science Applications,General Physics and Astronomy,Mechanical Engineering,Mechanics of Materials,Computational Mechanics

Reference58 articles.

1. Handbook of Uncertainty Quantification;Ghanem,2017

2. Unified uncertainty analysis under probabilistic, evidence, fuzzy and interval uncertainties;Long;Comput. Methods Appl. Mech. Engrg.,2019

3. Stochastic finite element analysis of composite structures based on mesoscale random fields of material properties;Stefanou;Comput. Methods Appl. Mech. Engrg.,2017

4. Direct probability integral method for stochastic response analysis of static and dynamic structural systems;Chen;Comput. Methods Appl. Mech. Engrg.,2019

5. Random function based spectral representation of stationary and non-stationary stochastic processes;Liu;Probab. Eng. Mech.,2016

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