• Proceedings of the Korean Nuclear Society Conference
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• 1999.05a
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• pp.121-121
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• 1999

• Journal of the Korean Recycled Construction Resources Institute
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• v.4 no.3
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• pp.259-268
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• 2016

The service life evaluation in RC(Reinforced Concrete) structure exposed to chloride attack can be classified into deterministic and probabilistic method, and it significantly varies with design parameters. The present work derives PDF (Probability of Durability Failure) and the related service life considering time-dependent diffusion coefficient and internal parameters such as reference diffusion coefficient, critical chloride content, and time-exponent. When critical chloride content increases to 133.3%, the changing ratios of service life are 134.0~145.4% for deterministic method and 149.2%~152.5% for probabilistic method, respectively. In the case of increasing time-exponent to 200%, they increase to 323.8% for deterministic method and 346.0% for probabilistic method. Through adopting time-diffusion coefficient for probabilistic method, reasonable service life evaluation can be achieved, and it is also verified that increasing time-exponent through mineral admixture is very effective to extension of service life in RC structure.

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 2003.08a
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• pp.328-334
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• 2003

현재 우리나라 방파제 설계의 주류를 이루는 방법은 Hudson(SPM,1984)공식과 같은 경험식을 이용하는 결정론적 방법이다 이 결정론적 방법은 사용하기에 간편한 장점이 있으나, 그 유도과정을 살펴보면 적용에 한계가 있음을 알 수 있다. 즉, 임의로 선택된 설계파로부터 구조물의 안정여부에 대한 평가만 가능하다. (중략)

• Magazine of the Korean Society of Agricultural Engineers
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• v.32 no.1
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• pp.7-16
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• 1990

불규칙파(不規則波)의 피습(被襲)에 의한 사석제(捨石堤)의 호안공(護岸工)이나 방파제(防波堤)에 대하여 화란(和蘭)이 Delft수이시험소(水理試驗所)에서 종합적(綜合的)인 모형연구(模型硏究)를 실시(實施)한 결과(結果) 새로운 안정도(安定度) 공식(公式)을 수립(樹立)하였다. 이들 공식(公式)은 파랑주기(波浪週期), 폭풍지속기간(暴風持續期間) 및 구조물(構造物) 투수성(透水性) 등의 파라미터(媒介變數)가 포함(包含)되어 있으므로 파손(破損)의 정도(程度)가 분명(分明)하여 Hudson형(型) 공식(公式)의 주(主)된 단점(短點)을 해결(解決)하였다. 이들 신공식(新公式)의 개발(開發)은 이전(以前)에도 기술(記述)된바 있으며 본론설(本論說)에는 재론(再論)하지 않는다. 안정도공식(安定度公式)은 파라미터로서 적용(適用)이 가능(可能)한 범위(範圍)가 부여(附與)되었으며, 이들 공식(公式)은 결정론(決定論) 및 확률론적(確率論的) 양자(兩者) 다같이 사용(使用) 방법(方法)이 제시(提示)되어 있다. 결정론적(決定論的) 설계절차(設計節次)는 여러가지지 파라미터의 영향(影響)을 곡선(曲線)으로 나타내어 졌으며 확률론적(確率論的) 설계(設計)는 구조물(構造物)의 내구연수기간내(耐久年數期間內)에 파손도(破損度)의 초과확률(超過確率)을 나타낸 곡선(曲線)으로 되어있다.

• Journal of the Korean GEO-environmental Society
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• v.10 no.7
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• pp.111-115
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• 2009

In Korea, the probabilistically developed seismic hazard maps are used with deterministically derived seismic site coefficients in developing the design response spectrum of a specific site. Even though the seismic hazard maps and seismic site coefficients are incompatible, the current design code ignores such incompatibility. If the seismic hazard map and seismic coefficients are both developed in identical probabilistic framework, such problems can be solved. Unfortunately, the available method cannot be use to derive "true" probabilistic site coefficients. This study uses the ground motion time histories, which were developed as the result of a new probabilistic seismic hazard analysis in the companion paper, as input motions in performing one-dimensional equivalent linear site response analyses, from which the uniform hazard response spectra are generated. Another important characteristic of the hazard response spectra are that the uncertainties and randomness of the ground properties are accounted for. The uniform hazard spectra are then used to derive probabilistic site coefficients. Comparison of probabilistic and deterministically site coefficients demonstrate that there is a distinct discrepancy between two coefficients.

• Journal of the Earthquake Engineering Society of Korea
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• v.8 no.6 s.40
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• pp.23-29
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• 2004

The design earthquake used for the seismic analysis and design of NPP (Nuclear Power Plant) is determined by the deterministic or probabilistic methods. The probabilistic seismic hazard analysis(PSHA) for the nuclear power plant sites was performed for the probabilistic seismic risk assessment. The probabilistic seismic hazard analysis for the nuclear power plant site had been completed as a part of the probabilistic seismic risk assessment. The probabilistic method become a resonable method to determine the design earthquakes for NPPs. In this study, the defining method of the probability based scenario earthquake was established, and as a sample calculation, the probability based scenario earthquakes were estimated by the de-aggregation of the probabilistic seismic hazard. By using this method, it is possible to define the probability based scenario earthquakes for the seismic design and seismic safety evaluation of structures. It is necessary to develop the rational seismic source map and the attenuation equations for the development of reasonable scenario earthquakes.

• Proceedings of the Optical Society of Korea Conference
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• 2003.07a
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• pp.128-129
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• 2003

일반적으로 광학계를 설계하는 데 있어서 몇 가지 단계를 거치게 되는데, 이 중 최종설계의 성공여부를 좌우하는 가장 중요한 단계는 기초설계라 할 수 있다. 기초설계는 최적화에 필요한 초기데이터를 결정하는 것으로써, 현재 다양한 방법이 제안되어지고 있지만, 가장 체계적인 방법으로 생각되는 것은 자이델(Seidel) 3차 수차론을 활용하는 것이다. 자이델 3차 수차론으로부터 수차식들은 설계 변수들이 복합적으로 커플링된 고차방정식으로 표현이 되고, 이를 또한 해석적으로 표현되는 제한조건들과 함께 수치 해석적으로 풀면 기초설계에 필요한 여러 설계 변수들이 결정된다. (중략)

• Journal of Korean Society of Industrial and Systems Engineering
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• v.24 no.69
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• pp.133-143
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• 2001

가공조건은 가공비용과 시간을 줄이고 제품의 품질을 결정하는데 영향을 주는 주요 요인중의 하나이다. 본 논문에서는 밀링 공정을 위한 작업설계(Operation Planning) 시스템에서, 가공조건을 지속적으로 향상시키기 위한 새로운 방법론을 제안한다. 제안된 방법론은 밀링 작업에 대하여 (1) 퍼지 아트맵 신경회로망 모델에 의해 가공조건을 실시한 학습하고 (2) 교체 알고리즘이라 불리는 새로운 알고리즘을 포함한다. 제안된 교체 알고리즘은 기존의 학습 정보보다 효율적인 새로운 가공조건이 얻어졌을 때 이를 이용하여 기존의 학습 정보보다 효율적인 새로운 가공조건이 얻어졌을 때, 이를 이용하여 기존의 학습 정보를 대체하는 기능을 수행한다. 본 논문에서는 우선 작업설계 시스템의 전반적인 기능을 간략히 소개한 후 제안된 방법론에 의한 의사결정 과정을 자세히 기술한다. 또한, 다양한 시뮬레이션을 통하여 제안된 방법론의 의한 의사결정 과정을 자세히 기술한다. 또한, 다양한 시뮬레이션을 통하여 제안된 방법론의 성능을 예시하도록 한다.

• Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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• v.12 no.1
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• pp.37-43
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• 2014

A parametric sensitivity to the annual exposure dose rate to the farming exposure group has been deterministically carried out for three principal elements identified in the near-field of the pyroprocessed waste repository system as a series study of Part 1 of the coupled paper with the same title. Credit time for both metal and ceramic containers, annual nuclide release rete and the degree of loss of bentonite buffer around the container are selected and investigated deterministically for important nuclides. To this end the A-KRS has been assessed and then compared among each other with the normal, the worst, and the best case scenarios associated with their extreme values these elements could have. All the elements are shown to be sensitive to the results as was in Part 1. Methodology studied through this study and the results are expected to make a good feedback to the repository design.

• Journal of the Korea institute for structural maintenance and inspection
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• v.11 no.4
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• pp.138-146
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• 2007

Geotechnical performance at the soft ground is strongly dependent on the properties of the soil beneath and adjacent to the structure of interest. These soil properties can be described using deterministic and/or probabilistic models. Deterministic models typically use a single discrete descriptor for the parameter of interest. Probabilistic models describe parameters by using discrete statistical descriptors or probability distribution density functions. The consolidation process depends on several uncertain parameters including the coefficients of consolidation and coefficients of permeability in vertical and horizontal directions. The implication of this uncertain parameter in the design of prefabricated vertical drains for soil improvement is discussed. A sensitivity analysis of the degree of consolidation and calculation of settlements to these uncertain parameters is presented for clayey deposits.