• Journal of Korean Tunnelling and Underground Space Association
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• v.14 no.5
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• pp.547-559
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• 2012

The concrete structural design in domestic has based on the allowable stress design (ASD) method and ultimate strength design (USD) method. Recently limit state design (LSD) method has issued and attempted to adopt in geotechnical design. Because ASD method and USD method have restriction in economic design. In this study, the generated member forces were calculated about high strength concrete segment lining based on japanese LSD code. And it compared with domestic USD code for identifying the economic design possibility of LSD and domestic applicability. In analysis results, the aspect of moment had generated similarly each other but the member forces of japanese LSD code were decreased (26.0% of moment and 26.7% of shear force) comparing with USD method. For that reason, possibility of economic segment design with stable condition were identified.

• International Journal of Highway Engineering
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• v.4 no.3 s.13
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• pp.1-13
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• 2002

Design methods for new flexible pavements and overlays are in the transition from empirical to mechanistic approach, and many state highway agencies trend to move toward the adoption and use of mechanistic-empirical (M-E) design in new constructions and rehabilitations of flexible pavements. Hence, the Michigan Department of Transportation (MDOT) decided to develop a M-E flexible pavement design procedure, in which major pavement distresses such as fatigue cracking and rutting are employed as indicators of the serviceability of a flexible pavement. The main concept of the developed design procedure is that a designed pavement that is supposed to carry a certain number of traffic must satisfy designated thresholds of rut depths and fatigue lives during a service period. For the M-E design procedure, transfer functions were developed to predict rut-depths and fatigue lives. These functions related the pavement responses to pavement performance. For validation, three current new flexible pavement design cases were obtained from the MDOT. In these cases, asphalt concrete (AC) layer thicknesses determined by the suggested M-E procedure compare favorably with those determined by the current MDOT design practice that is based on AASHTO design guide. This finding implies that the suggested Michigan M-E flexible pavement design procedure can provide a good opportunity to improve the current design practice.

• Journal of the Korea institute for structural maintenance and inspection
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• v.27 no.2
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• pp.42-49
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• 2023

When designing fixed jacket structures, overseas design standards are applied due to the absence of domestic design methods. Although the US API standards are mainly applied, API RP 2A suggests two design methods: the allowable stress design method (WSD) and the load resistance coefficient method (LRFD), and is applied according to the designer's judgment. In this study, the stress ratio of the two design methods was reviewed and compared using SACS, an analysis program dedicated to marine structures, for fixed marine structures actually installed on the domestic coast. As a result of the review, it was found that the LRFD design method showed a greater stress ratio for extreme load analysis and transportation analysis, and the WSD design method showed a greater stress ratio for loading and lifting. Therefore, when applying the design method, it is considered appropriate to select the final design method considering safety and economic feasibility after conducting an applicability review for the two design methods.

• Proceedings of the Korea Water Resources Association Conference
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• 2017.05a
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• pp.396-396
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• 2017

최근 기후변화에 효과적으로 대응하기 위해서 신뢰성 높은 설계홍수량을 산정할 필요성이 커지고 있다. 설계홍수량 산정법은 홍수빈도해석법과 설계강우법으로 대별된다. 홍수빈도해석법은 홍수량 자료에 대한 통계학적 빈도분석을 실시하여 확률홍수량을 산정하는 방법이다. 홍수빈도해석법은 관측된 자료를 활용하기 때문에 이론적으로 불확실성이 상대적으로 작은 장점을 가지고 있지만, 자료의 수가 적거나 시간에 따라 변하는 유역특성에 대한 불확실성을 함께 고려해야 한다. 관측 유량 자료가 없거나 적은 유역에서는 설계강우법이 주로 사용되고 있다. 설계강우법은 강우자료에 대해서 빈도분석을 실시하여 확률강우량을 산정한 후, 이를 강우-유출 모형에 적용하여 확률 홍수 수문곡선을 작성하고 첨두치를 확률홍수량으로 선정하는 방법이다. 그러나, 설계강우법도 강우-유출 모형에서 유역특성을 나타내는 매개변수 추정과정에서 불확실성을 내포하고 있기 때문에 추정된 홍수량 결과에 대한 불확실성을 감안해야 한다. 또한, 강우량과 홍수량의 발생빈도가 같다는 가정의 명확한 근거가 없다. 더욱이 두 가지 설계홍수량 산정법을 같은 유역에 적용하는 경우라도 종종 매우 다른 결과값을 나타낸다. 따라서, 본 연구에서는 국내 유역의 현실을 고려하여 설계강우법으로 산정된 확률홍수량을 홍수빈도해석법으로 산정된 확률홍수량을 변환할 수 있는 보정식을 개발하였다. 국내 9개의 댐 유역에서 확보된 일 단위 강우량 및 유출량 자료를 홍수빈도해석법과 설계강우법을 적용하여 대상 유역의 설계홍수량을 산정하였다. 그리고, 홍수빈도해석법으로 산정된 설계홍수량을 참값이라 가정한 후, 산정된 설계홍수량의 대상 유역별 오차율을 산정하였다. 이를 바탕으로 홍수빈도해석법과 설계강우법으로 산정된 설계홍수량 간의 관계를 회귀분석을 통하여 설계강우법으로 산정된 확률홍수량을 보정하는 관계식을 제시하였다.

• Transactions of the Korean Society of Mechanical Engineers
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• v.16 no.3
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• pp.443-452
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• 1992

본 연구에서는 소성가공 공정의 최적설계를 위한 새로운 접근 방법이 소개 된다.이방법은 소성가공 공정의 유한요소해석 기술과 기계시스템의 최적설계 기술 에 바탕을 두고 있다. 벌칙 강소성유한요소법, 정상 상태의 소성가공 공정(steady -state metal forming process)을 위한 최적설계 문제의 수식화, 설계민감도의 해석 방법, 설계민감도의 정확성에 관한 고찰, 구배투영법(gradient projection emthod)등 이 본 논문에서 상세하게 소개된다.

• Proceedings of the Korean Institute of IIIuminating and Electrical Installation Engineers Conference
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• 2002.11a
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• pp.213-216
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• 2002

기존의 2차원 설계법을 이용하여 3차원 압출성형 HID 반사판 형상 설계에 적용할 수 있는 3차원 설계법을 개발하였다. 이 설계법을 적용하여 터널용 HID 조명기구의 반사판 형상을 설계하고 그 성능을 예측하였다.

• Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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• v.21 no.6
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• pp.26-32
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• 2007

Design methods of LED optic system includes point source assumption and imaginary focus approaches. However, these methods make significant error if the position of LED approachs that of optic system. This paper suggests a new design approach that LED is equally divided, light distribution of each division is predicted and confirmed through reverse tracing of light wave, and then each divided segment is separately designed, Using new design method, two kinds of example optic system were designed and light distribution and efficiency of the systems were evaluated.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.32 no.2B
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• pp.149-152
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• 2012

This study is carried out to analyze the design method and safety rate degree for IEC 61400-3, DNV-OS-J101, GL Wind, EUROCODE, AASHTO and domestic design standard used for offshore wind turbine foundation design. The findings will provide a design parameter for domestic offshore wind turbine foundation design. The design of the steel Support Structure of an offshore wind turbine can be based on either the Allowable Stress Design(ASD) approach or the Load and Resistance Factor Design(LRFD) approach. The design principles with the use of LRFD method are described with various limit states. A limit state is a condition beyond which a structure or part of a structure exceeds a specified design requirement. Design by the LRFD method is a design method by which the target component safety level is obtained by applying load and resistance factors to characteristic reference values of loads (load effects)and structural resistance. When the strength design of the steel Support Structure is based on the ASD approach, the design acceptance criteria are to be expressed in terms of appropriate basic allowable stresses in accordance with the requirements specified. After comparison an economics domestic offshore wind turbine foundation standard will be developed.

• Computational Structural Engineering
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• v.11 no.2
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• pp.40-48
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• 1998

본 기사에서는 간단한 구조물에 대한 구조설계과정의 예에 대하여 살펴보았다. 구조설계 과정은 MSD model의 개념을 이용하여 표시하였다. 그러나 MSD model은 구체적인 설계과정의 표기법을 포함하지는 않는다. 실제의 구조설계 과정은 본 기사에서 나타난 것보다는 더욱 복잡하고, 이를 위하여 질서정연하게 구조설계과정을 표시할 수 있는 표기법을 가진 model이 필요하게 된다. 지금까지 여러 연구자들에 의하여 설계과정의 다양성을 표현하기 위한 model들이 제안되어 왔으며, 본 기사에서 설명된 MSD model과 관련된 것으로는 Context-Free Grammar를 이용한 설계과정 표기법이 있다. 이 표기법은 개체형 통합설계모델의 일부로서 개발되었다.

• The KIPS Transactions:PartB
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• v.10B no.6
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• pp.673-680
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• 2003

In this paper, we study the enhancement of VQ (Vector Quantization) design for text independent speaker recognition. In a concrete way, we present a non-iterative method which makes a vector quantization codebook and this method performs non-iterative learning so that the computational complexity is epochally reduced The proposed Classified Space VQ (CSVQ) design method for text Independent speaker recognition is generalized from Semi-noniterative VQ design method for text dependent speaker recognition. CSVQ contrasts with the existing desiEn method which uses the iterative learninE algorithm for every traininE speaker. The characteristics of a CSVQ design is as follows. First, the proposed method performs the non-iterative learning by using a Classified Space Codebook. Second, a quantization region of each speaker is equivalent for the quantization region of a Classified Space Codebook. And the quantization point of each speaker is the optimal point for the statistical distribution of each speaker in a quantization region of a Classified Space Codebook. Third, Classified Space Codebook (CSC) is constructed through Sample Vector Formation Method (CSVQ1, 2) and Hyper-Lattice Formation Method (CSVQ 3). In the numerical experiment, we use the 12th met-cepstrum feature vectors of 10 speakers and compare it with the existing method, changing the codebook size from 16 to 128 for each Classified Space Codebook. The recognition rate of the proposed method is 100% for CSVQ1, 2. It is equal to the recognition rate of the existing method. Therefore the proposed CSVQ design method is, reducing computational complexity and maintaining the recognition rate, new alternative proposal and CSVQ with CSC can be applied to a general purpose recognition.