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      KCI등재 SCIE SCOPUS

      Decomposable polynomial response surface method and its adaptive order revision around most probable point

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      https://www.riss.kr/link?id=A107235426

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      다국어 초록 (Multilingual Abstract)

      As the classical response surface method (RSM), the polynomial RSM is so easy-to-apply that it is widely used in reliability analysis. However, the trade-off of accuracy and efficiency is still a challenge and the “curse of dimension” usually conf...

      As the classical response surface method (RSM), the polynomial RSM is so easy-to-apply that it is widely used in reliability analysis. However, the trade-off of accuracy and efficiency is still a challenge and the “curse of dimension” usually confines RSM to low dimension systems. In this paper, based on the univariate decomposition, the polynomial RSM is executed in a new mode, called as DPRSM. The general form of DPRSM is given and its implementation is designed referring to the classical RSM firstly. Then, in order to balance the accuracy and efficiency of DPRSM, its adaptive order revision around the most probable point (MPP) is proposed by introducing the univariate polynomial order analysis, noted as RDPRSM, which can analyze the exact nonlinearity of the limit state surface in the region around MPP. For testing the proposed techniques, several numerical examples are studied in detail, and the results indicate that DPRSM with low order can obtain similar results to the classical RSM, DPRSM with high order can obtain more precision with a large efficiency loss; RDPRSM can perform a good balance between accuracy and efficiency and preserve the good robustness property meanwhile, especially for those problems with high nonlinearity and complex problems; the proposed methods can also give a good performance in the high-dimensional cases.

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      참고문헌 (Reference)

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      1 Wong F. S., "Uncertainties in dynamic soil-structure interaction" 110 (110): 308-324, 1984

      2 Jafar Vahedi, "Structural reliability assessment using an enhanced adaptive Kriging method" 국제구조공학회 66 (66): 677-691, 2018

      3 Yongfeng Fang, "Structural reliability analysis using response surface method with improved genetic algorithm" 국제구조공학회 62 (62): 139-142, 2017

      4 Monteiro R., "Sampling based numerical seismic assessment of continuous span RC bridges" 118 : 407-420, 2016

      5 Kim S. H., "Response surface method using vector projected sampling points" 19 (19): 3-19, 1997

      6 Rackwitz R., "Reliability analysis—A review and some perspectives" 23 (23): 365-395, 2001

      7 Goswami S., "Reliability analysis of structures by iterative improved response surface method" 60 : 56-66, 2016

      8 Liu P. L., "Multivariate distribution models with prescribed marginal and covariances" 1 (1): 105-112, 1986

      9 Breitkopf P., "Moving least squares response surface approximation: Formulation and metal forming applications" 83 (83): 1411-1428, 2005

      10 Zhao Y. G., "Moment methods for structural reliability" 23 (23): 47-75, 2011

      11 Zheng Y., "Improved response surface method and its application to stiffened plate reliability analysis" 22 (22): 544-551, 2000

      12 Gavin H. P., "High-order limit state functions in the response surface method for structural reliability analysis" 30 (30): 162-179, 2008

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      19 Shui-Hua Jiang, "Capabilities of stochastic response surface method and response surface method in reliability analysis" 국제구조공학회 49 (49): 111-128, 2014

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      21 Chowdhury R., "Assessment of high dimensional model representation techniques for reliability analysis" 24 (24): 100-115, 2009

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      36 Hong-Shuang Li, "A new high-order response surface method for structural reliability analysis" 국제구조공학회 34 (34): 779-799, 2010

      37 Xu J., "A new bivariate dimension reduction method for efficient structural reliability analysis" 115 : 281-300, 2019

      38 Roussouly N., "A new adaptive response surface method for reliability analysis" 32 : 103-115, 2013

      39 Bucher C., "A fast and efficient response surface approach for structural reliability problems" 7 (7): 57-66, 1990

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      2021-12-01 평가 등재후보 탈락 (해외등재 학술지 평가)
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      2007-04-09 학회명변경 한글명 : (사)국제구조공학회 -> 국제구조공학회 KCI등재
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      2005-06-16 학회명변경 영문명 : Ternational Association Of Structural Engineering And Mechanics -> International Association of Structural Engineering And Mechanics KCI등재
      2005-05-26 학술지명변경 한글명 : 국제구조계산역학지 -> Structural Engineering and Mechanics, An Int'l Journal KCI등재
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      2016 1.12 0.62 0.94
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
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