• Journal of the Korean Institute of Telematics and Electronics C
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• v.36C no.1
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• pp.1-11
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• 1999

In this paper, we proposed a design method of parameterized viterbi decoder, which automatically synthsizes the diverse viterbi deciders used in the digital mobile communication systems. It is designed to synthesize a viterbi decoder specified by user-provided parameters. Those parameters are constraint length, code rate generator polynomials of teh convolutional encoder, data rate and bits/frame of the data transmission, and soft decision bits of viterbi decoder. For the design of the parameterized viterbi decoder, we designed a user interface module C-language, and a viterbi decoder module in a hierarchical atructure using VHDL language and its generic statement. For the verification of the parameterized viterbi decoder, we compared our synthesized viterbi decoder with the conventional viterbi decoder which is designed for the IS-95 CDMA system. The proposed design method of the viterbi decoder will be a new method to obtain a required viterbi decoder in a very short time only by supplying the design parameters.

• Journal of Welding and Joining
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• v.14 no.4
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• pp.16-23
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• 1996

용접변수는 재현성을 보장하기 위하여 명시되어져야 할 모든 변수라고 정의 되어질 수 있다. 이러한 용접변수는 이음 설계, 용접부 청소, 홈가공, 예열, 후열처 리, 용접법 변수(예, 용접속도, 전압, 잔류) 등이다. 이러한 용접 변수는 용접절차서 (welding procedure apecification)에 그 내용과 측정값을 기술하도록 되어 있다. 본고에서는 좁은 의미에서 용접변수인 용접전류, 전압, 용접속도, 용접부의 온도 측정 방법을 설명하고 그 활용방법에 대하여 기술하고자 한다. 이러한 용접변수는 컴퓨터 에 접속하여 측정이 이루어 지도록 하여 측정자료의 평가, 기록 및 공정제어에 이용 될 수 있다.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2004.05a
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• pp.271-271
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• 2004

다양한 목적으로 개발이 요구되는 로봇의 작업환경과 운동능력에 맞게 로봇을 개발하기 위해서는 다음의 설계 과정을 필요로 한다. 하나, 로봇의 전체 설계 중 개념설계/기초설계로 로봇링크의 길이나, 작업영역에 대한 설계 변수를 결정하는 로봇 기구설계. 둘, 로봇 상세설계로 작업을 실행하는데 필요한 운동능력에 대한 설계 변수를 결정하는 로봇 동역학 설계. 셋, 로봇 기구, 동역학 설계를 기초로 하여 로봇이 최적의 성능을 발휘할 수 있는 로봇 부품들에 대한 요소품 설계가 있다.(중략)

• The Korean Journal of Applied Statistics
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• v.14 no.2
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• pp.289-304
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• 2001

2001년에 실시할 $\ulcorner$국민건강.영양조사$\lrcorner$를 위한 새로운 표본설계를 하였다. 본 표본설계에서는 표본의 대표성을 높이기 위해서 기존의 표본가구수는 유지하면서 표본조사구를 증가시키고 새로운 지역 층화변수를 추가로 도입하였다. 또한 추정량의 추정오차 공식을 유도하여 추정의 신뢰성을 측정할 수 있도록 설계하였다.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 1995.04a
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• pp.287-291
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• 1995

다구찌 방법을 이용하여 안정거울 시스템의 민감도 해석, 강건설계 및 공차설계를 행하였다. 민감도 해석을 통해 안정거울 시스템의 안정화 성능에 크게 영향을 미치는 7개의 중요한 설계변수를 도출하였다. $m_{M}$이 안정화 성능에 가장 크게 영향을 주므로 공차범위를 줄여야 한다. $m_{M}$, $m_{B}$, $K_{MB}$ , $p_{3}$, $b_{3}$는 공차범위가 크게 안정화 성능에 영향을 미치지 못함을 알 수 있다. 기타의 변수들은 각각 하한공차 및 상한공차로 주어진다.

• Proceedings of the KAIS Fall Conference
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• 2001.05a
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• pp.108-112
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• 2001

본 논문에서는 전산유체해석 기법을 이용하여 저소음ㆍ고효율 공조기의 입구형상에 대한 유동해석을 하였다. 공조기 입구형상을 결정하는 여러 설계변수가 입구와 출구의 유동조건과 유로의 압력손실에 미치는 영향을 평가하였다. 이를 바탕으로 입구와 출구유동의 균일성과 압력손실의 최소화를 만족하는 최적의 설계 변수를 결정하여 공조기의 최적설계를 달성하였다.

• Journal of Korean Tunnelling and Underground Space Association
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• v.16 no.5
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• pp.487-495
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• 2014

In this study, in order to suggest the design method for supports in the room-and-pillar underground structure, the case study was carried out. In the case study, shape of rock pillar and room was mainly considered. From the analysis, a displacement at the roof, the maximum principle stress and plastic state were examined. To optimize variables in the case study, cases from the Seoul metro station were analyzed, then a target depth of the underground structure and ground conditions were determined. And the height of rock pillar and room were chosen from the assumed purpose of underground space, i.e. living/office and warehouse. Total cases of analysis was 180 cases including 3 types of ground condition, 5 types of rock pillar and 6 types of roof span. It is expected that results from analysis can be used to determine the installation of support in room-and-pillar underground structure with stability, utilization efficiency of underground space and applicability of vehicles.

• Journal of Korean Society of Steel Construction
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• v.21 no.6
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• pp.609-618
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• 2009

This paper proposes a versatile formula which can be used to evaluate the fire resistant time of steel beams under various design conditions. Towards this end, the key parameters which affect the fire performance of steel beams were first determined through thermo-mechanical considerations, and classified into two groups: structural parameters and thermal parameters. Then the degree of influence of each parameter on the fire performance was investigated through a fully coupled thermo-mechanical analysis up to the occurrence of run-away deflection. The accuracy of the numerical model used was verified using an available full-scale fire test before conducting an extensive parametric analysis. Multiple linear regression analysis was performed to obtain the formula which can be used to predict the fire resistance time of steel beams under various design conditions. The statistical analysis showed that the proposed formula is very robust. The application of the formula in practical fire design under the current code was illustrated in detail. The economy and other advantages of the proposed formula were clearly shown.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.34 no.2
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• pp.26-35
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• 2006

Design parameters of manned and unmanned rotorcrafts have been investigated to construct a design database and to derive trend curves. Design parameters of 78 manned rotorcrafts and 33 unmanned rotorcrafts have been collected and analyzed using linear regression method. Six kinds of trend curves equations are derived. Most of trend curves derived are relatively meaningful according to the calculated correlation and determination coefficients. The comparisons between manned and unmanned rotorcraft characteristics are performed. It has been drawn according to the comparisons that unmanned rotorcraft has smaller main rotor diameter and maximum take-off weight, bigger tail rotor size and similar level of empty weight fraction than manned rotorcraft.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.13 no.4
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• pp.417-425
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• 2000

This paper describes the application of discretized continuum-type optimality criteria(DCOC) and the development of optimum design program for the reinforced concrete continuous beams with rectangular cross-section. The cost of construction as objective function which includes the costs of concrete, reinforcing steel and formwork is minimized. The design constraints include limits on the maximum deflection, flexural and shear strengths, in addition to ductility requirements, and upper and lower bounds on design variables as stipulated by the design Code. Based on Kuhn-Tucker necessary conditions, the optimality criteria are explicitly derived in terms of the design variables-effective depth, and steel ratio. The self-weight of the beam is included in the equilibrium equation of the real system. An iterative procedure and computer program for updating the design variables are developed. Two numerical examples of reinforced concrete continuous beams are presented to show the applicability and efficiency of the DCOC-based technique.