Optimum step length selection rule in modified HL–RF method for structural reliability-Reference-Cited by-同舟云学术

Optimum step length selection rule in modified HL–RF method for structural reliability

Published:2006-10 Issue:10 Volume:83 Page:742-748
ISSN:0308-0161
Container-title:International Journal of Pressure Vessels and Piping
language:en
Short-container-title:International Journal of Pressure Vessels and Piping

Author:

Santosh T.V.,Saraf R.K.,Ghosh A.K.,Kushwaha H.S.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference17 articles.

1. Structural reliability: analysis and design;Ranganathan,2000

2. Haukaas T. Structural reliability analysis in opensees. Research Council of Norway and the Pacific Earthquake Engineering Research Center (PEER), August 21, 2001.

3. Reliability assessment using stochastic finite element analysis;Haldar,2000

4. Safety index calculations using intervening variables for structural reliability;Wang;Comput Struct,1996

5. Optimization algorithms for structural reliability;Liu;Struct Saf,1991

Cited by 71 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Efficient reliability assessment of slope stability with insightful sensitivity analysis concerning the safety factor;Structures;2024-06

2. Improved FORM and SORM Based on Improved Modified Symmetric Rank 1 Algorithm and Adaptive Kriging Model;Journal of Mechanical Design;2024-03-05

3. A Novel Fixed Sampling Distribution Determination Method for Structural Reliability Assessment Considering Distribution Parameter Uncertainty;2024

4. A novel adaptive approach based on over-distance interval searching and precise step size determining for first-order structural reliability analysis;Structures;2023-11

5. Probabilistic optimization of nailing system for soil walls in uncertain condition;GEOMECH ENG;2023