• 제목/요약/키워드: joint factor

검색결과 931건 처리시간 0.031초

삼각형병동의 결합유형에 관한 건축계획적 연구 (A Study on the Architectural Planning of Joint Pattern in the Triangular Type Ward)

  • 김길채
    • 의료ㆍ복지 건축 : 한국의료복지건축학회 논문집
    • /
    • 제12권2호
    • /
    • pp.59-67
    • /
    • 2006
  • The purpose of this study is to present the research data to improve the quality of triangular ward in general hospital in Korea. Drawing documents analysis were used to examine the condition of ward. This study in focused on patient room and atrium according to connection type of triangular ward, allocation of NS, module and direction of patient room. The results of this study is as follows; Triangular ward has two joint pattern(conner and conner, side and side). Conner and conner joint pattern is good at planning of lighting than side and side joint pattern. Triangular ward can has different module system in each side. Allocation of NS is important factor which is focused on patient relationship or ward control.

  • PDF

데이터마이닝 기법을 기반으로 한 성공적인 Joint Venture 전략 (Successful Joint Venture Strategies Based on Data Mining)

  • 김진형;손소영
    • 대한산업공학회지
    • /
    • 제33권4호
    • /
    • pp.424-429
    • /
    • 2007
  • The purpose of this study is to propose types of joint venturesthat can increase the competitivenessof a company in the marketplace. We examine the characteristics of individual venture enterprises based on technology. We considered 16 TEA in order to categorize companies into four groups. Next, we used a multinomial logistic regression model to identify the significant characteristics of a venture company that successfully predicts group membership. Based on this information, we propose various forms of joint venture which complement each other and produce higher overall competence. Our study can provide important feedback information to academics, Policy-makers.

표면실장기술에 있어 설계기준결정에 관한 연구 (Determination of Design Criteria Using 3D Solder Joint Configuration in SMT)

  • 김성관;최동필;유중돈
    • 대한용접접합학회:학술대회논문집
    • /
    • 대한용접접합학회 1995년도 특별강연 및 추계학술발표 개요집
    • /
    • pp.145-148
    • /
    • 1995
  • To provide better understanding of a solder joint design criteria, mathematical models have been developed to calculate the shape of the solder fillets formed between the pad and lead. The effects of parameters such as solder volume and pad dimensions are described with this model. In this study, a systematic way to determine the design criteria of the SMT from the predicted 3D solder joint profile is proposed. The solder joint profile is calculated using the available 3D FEM code which minimizes the system energy due to the surface tension and gravity. The solder joint profiles of gullwing-type lead such as QFP and SOP are calculated for design parameters, and acceptable ranges are obtained. The result shows that the pad length is the most significant factor compared with the pad width and pad area.

  • PDF

비틀림 하중하에서의 튜브형 단면겹치기 접착조인트의 피로파괴모델에 관한 연구 (Fatigue Failure Model for the Adhesively Bonded Tubular Single Lap Joint Under Torsional Fatigue Loadings)

  • 이수정;이대길
    • 대한기계학회논문집
    • /
    • 제19권8호
    • /
    • pp.1869-1875
    • /
    • 1995
  • The adhesively bonded tubular single lap joint shows a nonlinear relationship between the applied torque and the resulting displacement under the static-torsional loading, which is induced from the nonlinear properties of the adhesive. However the torque transmission capability in the case of the dynamic-torsional loading is much less than that in the case of the static-torsional loading, the stress level of the adhesive is usually in the region of the linear stress and strain relation and the stress distributions of the joint can be obtained by the linear analysis. In this paper, a failure model for the adhesively bonded tubular single lap joint under the torsional fatigue loading was developed with respect to the adhesive thickness that was a critical factor in predicting the static torque transional-cyclic loadings was proposed.

API 2W Gr.50 강재를 이용한 대형 Tubular Joint 피로성능평가 (Fatigue Behavior of Large Scale Tubular Joint for API 2W Gr. 50 Steel)

  • 임성우;장인화;조철희;박관규
    • 한국해양공학회지
    • /
    • 제19권3호
    • /
    • pp.54-58
    • /
    • 2005
  • Large-scale model tests of welded tubular K-joints were carried out to observe the fatigue behavior of API 2W Gr.50 steel produced by POSCO. The fatigue crack behaviors for various loading conditions were measured and investigated around the critical joint sections. The experimental results have been verified with numerical approaches and were also compared with the IIW, DnV RP-C203 and API RP 2A-WSD design curves. The hot-spot stress method was applied in the study. The SCF factor for tubular K-joint was also obtaine.

API 2W Gr.60 강재적용 K-Joint 구조의 피로성능평가 (Fatigue Behavior of K-Joint Structure for API 2W Gr.60 Steel)

  • 임성우;장인화;조철희;박관규
    • 한국해양공학회:학술대회논문집
    • /
    • 한국해양공학회 2006년 창립20주년기념 정기학술대회 및 국제워크샵
    • /
    • pp.217-222
    • /
    • 2006
  • Large-scale model tests of welded tubular K-joints were carried out to observe the fatigue behavior of API 2W Gr.60 steel produced by POSCO. The fatigue crack behaviors for various loading conditions were measured and investigated around the critical joint sections. The experimental results have been verified with numerical approaches and also compared with the IIW, DnV RP-C203 and API RP 2A-WSD design curves. The hot spot stress method was applied in the study. The SCF factor for tubular K-joint was also obtained.

  • PDF

Joint stress based deflection limits for transmission line towers

  • Gayathri, B.;Ramalingam, Raghavan
    • Steel and Composite Structures
    • /
    • 제26권1호
    • /
    • pp.45-53
    • /
    • 2018
  • Experimental investigations have revealed significant mismatches between analytical estimates and experimentally measured deflections of transmission towers. These are attributed to bolt slip and joint flexibility. This study focuses on effects of joint flexibility on tower deflections and proposes criterions for permissible deflection limits based on the stresses in joints. The objective has been framed given that guidelines are not available in the codes of practices for transmission towers with regard to the permissible limits of deflection. The analysis procedure is geometric and material nonlinear with consideration of joint flexibility in the form of extension or contraction of the cover plates. The deflections due to bolt slip are included in the study by scaling up the deflections obtained from analysis by a factor. Using the results of the analysis, deflection limits for the towers are proposed by limiting the stresses in the joints. The obtained limits are then applied to a new full scale tower to demonstrate the application of the current study.

원자력 발전소용 압력용기의 볼트 연결 조립부 구조설계를 위한 3차원 접촉 응력 해석 (Three-Dimensional Contact Stress Analysis for Structural Design of Bolted Joint Assembly of Pressure Vessels in Nuclear Power Plants)

  • 이부윤;김태완
    • 한국정밀공학회지
    • /
    • 제16권4호통권97호
    • /
    • pp.122-128
    • /
    • 1999
  • Bolted joint assembly for nuclear power plants consists of various components : cover plate, retainer plate, manway flange, gasket and stud bolts/nuts. To guarantee the soundness of the joint, it is important to prevent leakage through the gasket and reduce the stress concentration factor at the thread root. In this paper, Submodeling technique for the finite element method is proposed to accurately compute three dimensional contact stresses which govern the sealing performance and the maximum contact stresses at the threads root. For verification of global solutions used as boundary conditions of submodel solution, the stresses on the cover plate and the manway flange are measured by strain gages when internal pressure is applied to the bolted joint assembly. The numerical results are compared with the experimental results.

  • PDF

Hot-spot 응력을 이용한 십자형 필렛 용접재의 피로강도 평가 (Fatigue Strength Assessment of the Cruciform Fillet Welded Joint Using Hot-spot Stress Approach)

  • 석창성;김대진;구재민;서정원;구병춘
    • 대한기계학회논문집A
    • /
    • 제29권11호
    • /
    • pp.1488-1493
    • /
    • 2005
  • In this study, fatigue tests to obtain S-N curves and FE analyses to obtain structural stress concentration factors were conducted for the two types of cruciform fillet welded joints, that is, load-carrying and non load-carrying types. Then we changed the obtained S-N curve of load carrying joint to that based on hot spot stress. As a result, the S-N curve of load carrying joint based on hot-spot stress was almost exactly coincided with that of non load-carrying joint based on nominal stress. So we have conducted that the fatigue strength of a welded joint with different geometry from the non stress distribution along the expected crack path.

A RESEARCH ANALYSIS ON EFFECTIVE LEARNING IN INTERNATIONAL CONSTRUCTION JOINT VENTURES

  • L.T. Zhang;W.F. Wong;Charles Y.J. Cheah
    • 국제학술발표논문집
    • /
    • The 2th International Conference on Construction Engineering and Project Management
    • /
    • pp.450-458
    • /
    • 2007
  • This paper presents the results of a statistical analysis and its research findings focusing on the learning aspect in the process of international joint ventures (IJVs). The contents of this paper is derived from a sample of 96 field cases based on a proposed conceptual model of effective learning for international construction joint ventures (ICJVs). The paper presents a brief review on the conceptual model with hypotheses and summarized the key results of statistical analysis including factor and multiple regression analysis for the testing of the validity of the proposed conceptual model and its associated research hypotheses. Among other research findings, the research confirms that ICJVs provides an excellent platform of in-action learning for construction organization and suggests that good outcomes in learning could be reaped by a company who has a clear learning intent from the beginning and subsequently take corresponding learning actions during the full process of the joint venture.

  • PDF