• Advances in Computational Design
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• 제3권1호
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• pp.71-86
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• 2018

Thin-walled cross-sections can be optimized to enhance their resistance and progress their behaviour, leading to more competent and inexpensive structural system. The aim of this study is to afford a methodology that would facilitate progress of optimized cold formed steel (CFS) column section with maximum ultimate strength for practical applications. The proposed sections are designed to comply with the geometrical standards of pre-qualified column standards for CFS structures as well as with the number of industrialized and practical constraints. The stiffening evaluation process of CFS lipped channel columns, a five different cross section are considered. The experimental strength and behaviour of the proposed sections are verified by using the finite element analysis (FEA). A series comprehensive parametric study is carried out covering a wide range of section slenderness and overall slenderness ratio of the CFS column with and without intermediate web stiffeners. The ultimate strength of the sections is determined based on the Direct Strength Specification and other design equation available from the literature for CFS structures. A modified design method is proposed for the DSM specification. The results indicate that the CFS column with complex edge and intermediate web stiffeners provides an ultimate strength which is up to 78% higher than standard optimized shapes with the same amount of cross sectional area.

• 공학논문집
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• 제3권1호
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• pp.29-41
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• 1998

본 논문은 SGML(Standard Generalized Markup Language) 문서를 DSSSL(Document Style Semantics and Specification Language)에 기반하여 포맷팅 처리하기 위한 SGML 문서 표현 시스템의 설계 및 구현에 관한 것이다. ISO(International Standard Organization)에서는 SGML 문서의 변환 및 포맷팅 처리의 기술을 위한 표준으로 DSSSL을 제안하였다. 이에 본 논문에서는 DSSSL 표준에서 정의한 모델에 따라 시스템을 설계하였고, SGML 문서를 온라인으로 포맷팅 처리하는 시스템을 개발하였다. 본 시스템은 한글 처리를 지원하면서 임의의 DTD(Document Type Definition), SGML 문서, DSSSL 스타일 시트에 대한 파싱 기능을 가지며, 텍스트뿐만 아니라 표, 목록, 그림 등 다양한 명세 표현을 처리할 수 있는 포맷터를 포함한다.

• 한국정보과학회논문지:컴퓨팅의 실제 및 레터
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• 제6권6호
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• pp.643-656
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• 2000

ATM 포럼에서 제안하여 표준화 한 MPOA(MultiProtocol Over ATM)는 다야한 네트워크 환경에서 ATM 네트워크에게 효과적인 브릿징과 라우팅을 제공하는 프로토콜로써, 서브넷 간에 효율적인 유니캐스트 데이타 전송을 주된 목적으로 하고 있다. 본 논문에서는 ITU에서 표준화한 통신 시스템 개발용 명세 기술 언어인 SDL(Specification and Description Language)을 사용하여 MPOA 구성요소를 구현하였으며, 상위 계층에서 받은 패킷에 대한 주소 해석, Ingress/Egress 캐쉬 관리, 지름길 설정 등에 따른 MPOA 자동 절차를 SDT(SDL Design Tool)에서 제공하고 있는 시뮬레이터를 통하여 검증하였다.

• 대한토목학회논문집
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• 제29권5A호
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• pp.447-456
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• 2009

연속경간 강합성 플레이트 거더 및 박스 거더 단면을 현 도로교설계기준의 허용응력설계법(ASD)과 AASHTO-LRFD 설계기준에 근거하여 최근 교량설계핵심기술연구단을 중심으로 제안된 하중저항계수설계법으로 설계하였다. 두 방법으로 설계된 강거더 단면의 강재량과 구조성능을 분석하였으며, 휨파괴에 대한 신뢰도해석을 수행하고 신뢰도지수를 비교 및 분석하였다. ASD법으로 설계 시에는 현 도로교설계기준에 규정된 DB-24 및 DL-24 설계활하중을, LRFD법으로 설계 시에는 최근 국내 통행차량 측정결과 통계에 근거하여 제안된 설계활하중을 적용하였다. 3경간 연속교의 경간비를 4:5:4로 가정하고 중앙부 최대경간장은 30~80 m를 고려하였다. 두 방법으로 설계된 강합성거더 단면의 휨파괴에 대한 신뢰도해석은 국내에서 생산된 16,000여 구조용 강재 표본의 항복강도 통계적 특성이 반영된 휨저항강도의 통계를 이용하여 수행하였다.

• 한국기계가공학회지
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• 제20권7호
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• pp.41-47
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• 2021

In this study, the hinges of heavy weight doors were designed and analyzed in line with the trend that built-in appliances are becoming larger and the weight of doors is also increasing. The main specification of the heavy weight door hinge is to allow the deflection at the end of the door to be less than 2 mm when opening and closing, including the automatic closing, slow closing, and closing force control functions. The structural analysis of the design mechanism, component design, and methods for improving the deflection are as follows: 1) Mechanism of the automatic closing function should sense automatically using the spring compression force at a specific angle by the contact between the cam and the cam module roller. 2) Through structural analysis, the maximum stress of the door was found in the link pin hole connected to the pin at each link. 3) Consequently, the pin holder was designed and applied, with little variance, but up to 93% of the specification limit.

• 한국유체기계학회 논문집
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• 제8권3호
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• pp.16-25
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• 2005

The purpose of this study is localization of safety relief valves for Nuclear Service. The safety relief valve is the important equipment used to protect the pressure vessel, the steam generator and the other pressure facility from overpressure by discharging the operating medium when the pressure of system is reaching the design pressure of the system. We developed design technology used FEM ' CFM about safety relief valve for Nuclear Service according to ASME (or KEPIC) Code and KHNP's Technical Specification. To prove validity of a design technology, actually, we manufactured and inspected and tested the sample products designed according to a developed technology. The capacity qualification test was achieved according to requirement of ASME(or KEPIC) Code by NBBI and the functional qualification test was achieved according to ASME QME-1 for operating condition in technical specification of KHNP by NLI. Therefore we have to achieve the development of safety relief valves for Nuclear Service with our own technologies.

• 한국정밀공학회지
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• 제24권3호
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• pp.76-83
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• 2007

The Taguchi method is applied to obtain the optimal design of an automotive pedal arm in consideration of the stiffness test specification. Design parameters are defined to describe shape of the pedal arm. Volume, maximum Von-Mises stress and maximum displacement of the pedal arm are established as the smaller-the-better characteristics. Optimal parameters are determined on the basis of the analyzed level averages of the characteristics.

• Structural Monitoring and Maintenance
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• 제10권3호
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• pp.207-220
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• 2023

The safety of bridges are critical in our transportation infrastructure. Bridge design and analysis require complex structural analysis procedures to ensure their safety and stability. One common method is to calculate the maximum moment in the girders to determine the appropriate bridge section. Girder distribution factors (GDFs) provide a simpler approach for performing this analysis. A GDF is a ratio between the response of a single girder and the total response of all girders in the bridge. This paper explores the significance of GDFs in bridge analysis and design, including their importance in the evaluation of existing bridges. We utilized Bridge Weigh-in-motion (B-WIM) measurements of five simple supported girder bridge in Indonesia to develop a simple GDF provisions for the Indonesia's bridge design code. The B-WIM measurements enable us to know each girder strain as a response due to vehicle loading as the vehicle passes the bridge. The calculated GDF obtained from the B-WIM measurements were compared with the code-specified GDF and the American Association of State Highway and Transportation Officials (AASHTO) Load and Resistance Factor Design (LRFD) bridge design specification. Our study found that the code specified GDF was adequate or conservative compared to the GDF obtained from the B-WIM measurements. The proposed GDF equation correlates well with the AASHTO LRFD bridge design specification. Developing appropriate provisions for GDFs in Indonesian bridge design codes can provides a practical solution for designing girder bridges in Indonesia, ensuring safety while allowing for easier calculations and assessments based on B-WIM measurements.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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• pp.239-241
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• 2005

Reliability analysis of the design of reinforced concrete rahmen bridge is performed. Statistical properties for loads and resistances are taken into account in the analysis and the reliability indices are calculated for strength limit state of the current bridge design specification. Results are presented and discussed for different span lengths and wall heights.

• 한국소음진동공학회논문집
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• 제14권6호
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• pp.470-477
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• 2004

This study shows the design process of a MR damper for semi-active suspension systems. Damping force characteristics of the designed damper was predicted through the flow analysis and magnetic analysis. The predicted results were compared with the experimental results and the initial design specification was modified according to the results.