• 제목/요약/키워드: Kim's tie

검색결과 134건 처리시간 0.025초

고속직렬데이터의 지터 측정방법 (Jitter Measurements in High-Speed Serial Data Signals)

  • 권원옥;김성운;김명준
    • 전자통신동향분석
    • /
    • 제20권3호통권93호
    • /
    • pp.112-121
    • /
    • 2005
  • 고속직렬프로토콜의 출현으로 기존의 병렬 인터페이스에서 중요하게 사용되던 파라미터들의 의미가 변화되고 있다. 특히 ‘1’, ‘0’의 디지털 신호가 고속의 차동신호로 전송되면서 신호 무결성의 파라미터로 지터(jitter)가 중요한 의미를 가지게 되었다. 본 고는 지터의 발생과 분석, 테스트 등 전분야를 다루고 있다. 지터를 분석하기 위한 방법으로 Eye Diagram, Bathtub 곡선, TIE 히스토그램 등을 다루며 이러한 방법을 사용하여 지터를 각각의 특성별로 분리한다. 그리고 지터를 테스트 장비와 각각의 특징을 살펴본 후 PCI Express 트랜시버 지터 테스트의 실례를 통하여 지터 테스트 방법과 분석을 보여준다.

알루미늄 가공 공장 배출 방류수의 독성 원인물질 탐색 (Application of Toxicity Identification Evaluation Procedures for Toxic Effluents from the Aluminum Rolling Industry)

  • 나진성;이지호;김기태
    • 한국환경보건학회지
    • /
    • 제41권5호
    • /
    • pp.305-313
    • /
    • 2015
  • Objectives: The objective of this study is to identify toxicants causing acute toxicity in effluents from the aluminum rolling industry that violate the discharge limits in Korea. Methods: Whole effluent toxicity tests (WET) were conducted on effluent discharged from the aluminum rolling industry following the US EPA WET test methods. We collected effluent samples three times and evaluated acute toxicity by using Daphnia magna. We employed toxicity identification evaluation (TIE) procedures to identify toxicants causing toxicity in the effluent. Results: No specific chemical groups were identified in the seven different manipulations applied to the of wastewater effluent samples showing 1.3 toxic units (TU) according to the TIE phase I procedures. Water quality parameters for water hardness, electric conductivity and heavy metals (Mn) were 4,322 mg/l as $CaCO_3$, 11.39 mS/cm, and $5,551{\mu}g/l$, respectively. Considering water hardness and reference toxicity, high concentrations of Mn can be disqualified from the causative toxicants. Consequently, high ionic concentrations of $Na^+$(1,648 mg/l), $Ca^{2+}$(1,048 mg/l), $Mg^{2+}$(1,428 mg/l) and $SO_4{^{2-}}$(7,472 mg/l) were identified to be causative toxicants. Water hardness and electric conductivity exceed the $EC_{50}$ value obtained by biological toxicity tests using Daphnia magna. Conclusion: According to TIE procedures, high salt concentration is determined to be a major toxicant in the effluent of agro-industrial wastewater treatment plants receiving wastewater from the aluminum rolling industry.

Effects of Transverse Reinforcement on Strength and Ductility of High-Strength Concrete Columns

  • Hwang, Sun Kyoung;Lim, Byung Hoon;Kim, Chang Gyo;Yun, Hyun Do;Park, Wan Shin
    • Architectural research
    • /
    • 제7권1호
    • /
    • pp.39-48
    • /
    • 2005
  • Main objective of this research is to evaluate performance of high-strength concrete (HSC) columns for ductility and strength. Eight one-third scale columns with compressive strength of 69 MPa were subjected to a constant axial load corresponding to 30 % of the column axial load capacity and a cyclic horizontal load-inducing reversed bending moment. The variables studied in this research are the volumetric ratio of transverse reinforcement (${\rho}_s=1.58$, 2.25 %), tie configuration (Type H, Type C and Type D) and tie yield strength ($f_{yh}=549$ and 779 MPa). Test results show that the flexural strength of every column exceeds the calculated flexural capacity based on the equivalent concrete stress block used in the current design code. Columns with 42 % higher amounts of transverse reinforcement than that required by seismic provisions of ACI 318-02 showed ductile behaviour, showing a displacement ductility factor (${\mu}_{{\Delta}u}$) of 3.69 to 4.85, and a curvature ductility factor (${\mu}_{{\varphi}u}$) of over 10.0. With an axial load of 30 % of the axial load capacity, it is recommended that the yield strength of transverse reinforcement be held equal to or below 549 MPa.

반응표면법과 크리깅의 혼합모델을 이용한 구조설계방법 (A Structural Design Method Using Ensemble Model of RSM and Kriging)

  • 김남희;이권희
    • 한국산학기술학회논문지
    • /
    • 제16권3호
    • /
    • pp.1630-1638
    • /
    • 2015
  • 많은 산업분야에서 구조설계 시 구조성능을 검토하기 위한 유한요소해석은 필수적인 과정이 되었다. 이와 함께, 컴퓨터의 성능도 급속도로 개선되고 있지만 대형 문제의 경우에는 최적설계기법을 적용하는데 한계가 있다. 이러한 대형 문제의 최적화를 위하여 메타모델을 이용한 근사모델을 이용하고 있다. 근사모델을 생성하는 방법은 곡선맞춤법과 내삽법으로 분류할 수 있는데, 반응표면모델과 크리깅 모델이 대표적인 것이다. 그러나 각 모델은 오버피팅이나 언더피팅이 될 수 있는 단점이 있다. 본 연구에서는 반응표면과 크리깅으로 구성되는 혼합모델에 의한 메타모델을 이용하여 구조설계에 적용하고자 한다. 제안된 방법을 2부재 구조물과 자동차용 아우터타이로드의 구조설계에 적용하였다.

LS-DYNA를 이용한 자동차 승객용 에어백 모듈의 헤드 충격 해석 (Analysis of Head Impact Test of the Passenger Air-Bag Module Assembly by LS-DYNA Explicit Code)

  • 김문생;임동완;이준호
    • 한국정밀공학회지
    • /
    • 제23권12호
    • /
    • pp.88-94
    • /
    • 2006
  • In this study, the dynamic impact analysis for the passenger air-bag(PAB) module has been carried out by using FEM to predict the dynamic characteristics of vehicle ride safety against head impact. The impact performance of vehicle air-bag is directly related to the design parameters of passenger air-bag module assembly, such as the tie bar bracket's width and thickness, respectively, However, the product's design of PAB module parameters are estimated through experimental trial and error according to the designer's experience, generally. Therefore, the dynamic analysis of head impact test of the passenger air-bag module assembly of automobile is needed to construct the analytical methodology At first, the FE models, which are consist of instrument panel, PAB Module, and head part, are combined to the whole module system. Then, impact analysis is carried out by the explicit solution procedure with assembled FE model. And the dynamic characteristics of the head impact are observed to prove the effectiveness of the proposed method by comparing with the experimental results. The better optimized impact performance characteristics is proposed by changing the tie bracket's width md thickness of module. The proposed approach of impact analysis will provides an efficient vehicle to improve the design quality and reduce the design period and cost. The results reported herein will provide a better understanding of the vehicle dynamic characteristics against head impact.

각막지형도를 이용한 20대의 각막형상 및 난시도에 따른 각막곡률반경의 분석 (The Analysis of Corneal Patterns in Korean 20s by Corneal Topography and Corneal Radii by Astigmatic Degree)

  • 김소라;길지연;박창원;김지혜;박미정
    • 한국안광학회지
    • /
    • 제16권3호
    • /
    • pp.273-281
    • /
    • 2011
  • 목적: RGP 렌즈의 디자인 개발 및 처방을 위한 기초자료를 제공하고자 20대의 각막 형상을 형태별, 난시도별, 각막 정점으로부터의 거리별로 분석하였다. 방법: 각막 지형도 검사(corneal topography)를 이용하여 20대 총 252안의 각막형태를 분류하고 각막 정점으로부터 일정 간격 내의 각막곡률반경을 측정한 후 난시도에 따라 비교 분석하였다. 결과: 20대의 각막형태는 원형 14.3%(36안), 타원형 31.3%(79안), 대칭 나비형 28.6%(72안), 비대칭 나비형 17.5%(44안), 부정형 8.3%(21안)로 분류되었다. 원형 및 타원형 각막은 각막난시도가 낮은 경우가 많은 반면 대칭 나비형 및 비대칭 나비형 각막은 높은 경우가 많았다. 각막 정점에서 일정 간격으로 각막곡률반경을 측정하였을 때 원형 및 타원형 각막에서는 각 구간별로 상대적인 각막곡률반경이 난시도와 상관없이 모두 일관되게 증가하는 양상을 보였다. 대칭 나비형 및 비대칭 나비형 각막에서는 각막 정점으로부터 반경 1.0-1.5 mm 범위의 상대 각막 곡률반경이 감소하여 반경 1.0 mm 이내보다 오히려 급경사를 이루었으며 이러한 양상은 난시도에 따라 차이가 있었다. 난시도 1.50-2.00 D 및 2.25-2.75 D의 나비형 각막에서는 반경 3.5 mm부터 각막 곡률의 변화가 더 심하게 나타났다. 결론: 각막 형상 및 난시 정도에 따라 각막 중심부에서 주변부로의 각막곡률반경의 변화 정도가 달라짐을 보이므로 RGP 렌즈의 제조 및 처방시 이에 대한 고려가 필요하리라 여겨진다.

피터 줌터 건축에 나타난 구축성에 관한 연구 - 재료, Joint와 Break, 구조, 장소를 중심으로 - (A Study on the Tectonic Quality of Peter Zumthor's Works with a focus on materials, joint, break, structure and context)

  • 김자영
    • 한국실내디자인학회논문집
    • /
    • 제21권6호
    • /
    • pp.252-259
    • /
    • 2012
  • The aim of this study is in emphasizing the importance of the use of material and the tectonic and their influence on the spatial quality by analyzing Peter Zumthor's projects as case studies. In the research, Zumthor's choice of material, construction method (detail and structure) and the relationship with the context were analyzed in order to illustrate Zumthor's approach in making a strong tie with the locality. Three of Zumthor's projects of different sizes and programs were chosen to heighten the sensitivity of Zumthor's unique working method for each project. Peter Zumthor's architecture is neither superficial nor visually complex. On the contrary, he aims to express through the use of material and construction method, a unique relationship with the physical context, social context and most importantly the actual experience of the space itself. This study aims to contribute towards increasing the awareness and the interest in the materiality and the tectonics which are the fundamentals in spatial experience and spatial identity.

  • PDF

국내 345kV 변전소 하위 154kV 계통 연계지점 SFCL 적용방안에 관한 연구 (A study on SFCL application for 154kV power system interconnection of 345kV S/S in Korean power system)

  • 이승렬;김종율;윤재영
    • 대한전기학회:학술대회논문집
    • /
    • 대한전기학회 2005년도 추계학술대회 논문집 전력기술부문
    • /
    • pp.340-343
    • /
    • 2005
  • This paper is for studying the feasibility of SFCL application for the interconnection operation of 154kV power systems under 345kV S/S in Korean power system. All Korean 154kV power systems are constructed as loop systems in downtown. However, the present 154kV systems are operated with separated systems around 345kV S/S because of fault current and overload problems. In this study, we investigate the structure and operation of 154kV power system in Seoul and study the feasibility of interconnection operation of 154kV systems under 345kV systmes by applying SFCLs to 154kV bus-tie.

  • PDF

A study on SFCL application for the interconnection operation of 154kV power systems under 345kV S/S in Korean power system

  • Lee Seung Ryul;Kim Jong Yul;Yoon Jae Young
    • 한국초전도ㆍ저온공학회논문지
    • /
    • 제7권2호
    • /
    • pp.47-51
    • /
    • 2005
  • This paper is for studying the feasibility of SFCL application for the interconnection operation of 154kV power systems under 345kV S/S in Korean power system. All Korean 154kV power systems are constructed as loop systems in downtown. However, the present 154kV systems are operated with separated systems around 345kV S/S because of fault current and overload problems. In this study, we investigate the structure and operation of 154kV power system in Seoul and study the feasibility of interconnection operation of 154kV systems under 345kV systmes by applying SFCLs to 154kV bus-tie.

풍동실험에 의한 갠트리 크레인의 풍력계수 산출과 구조 해석 (Wind Force Coefficients Computation of Gantry Crane by Wind Tunnel Experiment and Structural Analysis of the Crane)

  • 이재환;김태완;장인권;한순흥
    • 대한조선학회논문집
    • /
    • 제48권2호
    • /
    • pp.165-170
    • /
    • 2011
  • In this paper, wind force coefficient by wind tunnel experiment is obtained to compute the accurate wind force of the gantry crane model to be used for mobile harbor ship. The first crane model was tested under 20, 30, 40, 52m/s, partially 58m/s and the wind force coefficient is about 2.0 which is very close to the suggested theoretical value. The other is the more reliable crane model and tested under 20, 30, 40m/s also giving the similar realistic wind force coefficient. Also structural analysis of crane model was performed giving the reliable stress level. Since the rolling effect is important for mobile harbor ship, the safety of the crane on the ship needs to be guaranteed. For this, using the computed reaction forces, a tie-down design is suggested which connects the crane and ship to resist the turnover motion of the crane.