• 제목/요약/키워드: panel joint

검색결과 199건 처리시간 0.026초

대형기둥 적용을 위한 철근콘크리트기둥-강재보 접합부의 내진성능 (Seismic Performance of RC Column-Steel Beam Connections for Large Columns)

  • 박홍근;이호준;김창수;황현종
    • 한국강구조학회 논문집
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    • 제28권4호
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    • pp.231-242
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    • 2016
  • 대형기둥의 제작성과 시공성을 고려한 철근콘크리트기둥-강재보 접합부의 상세를 제안하였으며, 이를 적용한 접합부의 내진성능을 연구하였다. 접합부의 보강을 위하여, 교차보, 스터드, U형 타이 등의 상세를 고려하였다. 내진성능의 평가를 위해, 2/3 스케일의 대형내부접합부에 대하여 반복가력실험을 수행하였다. 실험체들은 층간변위비 4.0%를 넘는 우수한 변형능력을 발휘하였으며, 보의 항복과 접합부의 항복이 동시에 발생하였다. 최종적으로는, 접합부의 전단파괴로 하중이 감소하였다. 실험강도는 기존 설계모델과 비교되었다.

철근콘크리트 기둥 및 철골보로 구성된 복합구조의 접합분 거동에 관한 실험적 연구 (Experimental Study on the Behavior of Hybrid Beam-Column Joints Consisted of Reinforced Concrete Column and Steel Beam)

  • 최근도;유영찬;이리형
    • 콘크리트학회논문집
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    • 제15권2호
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    • pp.297-304
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    • 2003
  • 본 연구에서는 철근콘크리트 기둥과 철골보로 구성된 혼합 골조구조의 접합부에 대한 구조적 특성을 평가하였다. 주요변수로는 본 연구에서 제안한 자주식(子株式) 횡보강근 상세와 기존의 RCS 공법에서 사용되고 있는 ㄱ-4조각 조합형 및 용접형 등의 횡보강근 상세를 대상으로 하였다. 실험체는 총 5개의 내부접합부를 대상으로 2/3 축소로 제작하여 접합부의 전단 및 내진성능을 평가하였다. 실험의 결과, 모든 실험체에서 최대내력 이후 강도 및 강성의 큰 저하없이 실험이 종료되었다. 따라서, 자주식(子株式) 횡보강근을 사용한 RCS 접합부의 구조성능은 4조각 조합형 및 용접형 등의 기존 공법과 동등 이상의 구조적 성능을 확보하는 것으로 나타나 외부 판넬의 전단기여도는 압축스트러트에 의해 평가하는 것이 보다 적절할 것으로 판단된다.

부스바 접촉부 체결상태 모니터링 시스템 설계 (Design of Busbar Joint Condition Monitoring System)

  • 정성학;이영동
    • 한국정보통신학회:학술대회논문집
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    • 한국정보통신학회 2016년도 추계학술대회
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    • pp.823-824
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    • 2016
  • 일반적으로 배전반, 분전반, 전동기제어반(Motor Control Center;MCC)은 집단거주지역, 빌딩, 학교, 공장, 항만, 공항, 상하수 처리장, 변전소, 중공업 플랜트 등의 광범위한 전력 수용가에 설치되어 특고압의 전력을 해당 설비들에 요구되는 전압으로 변환하여 공급하는데 사용된다. 이와 같은 배전반, 분전반, MCC에 포함되는 전기설비의 사고는 부스바 접속부의 열화에 의한 사고, 부스바의 접점 및 연결 부위에서의 접촉 불량에 의한 사고, 부스바 접속부의 과열 현상에 의한 사고로 구분된다. 본 논문에서는 부스바 접촉부의 볼트 및 너트의 풀림상태, 접촉부 열화 측정이 가능하며, 배전반 내부온도와 부스바 온도를 측정하여 추이변화에 대한 감시기능이 있는 부스바 접촉부 체결상태 모니터링 시스템을 제안한다. 제안된 시스템은 정량적인 부스바 체결상태 검출과 부스바 현재온도 검출의 이중적인 센싱에 의해 부스바 접촉부 정상여부 판별이 가능하여 전기설비 사고를 줄일 수 있을 것으로 기대된다.

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루프이음을 갖는 반단면 프리캐스트 바닥판 이음부 성능에 대한 실험적 연구 (Experimental Study on Connectability of Half-Depth Precast Deck Panels with Loop Joint)

  • 정철헌;성열은;현병학;박세진
    • 대한토목학회논문집
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    • 제28권4A호
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    • pp.581-590
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    • 2008
  • 프리캐스트 패널은 교량바닥판의 합성 구조부재로서 사용된다. 프리캐스트 패널의 횡방향 철근은 교량바닥판의 주철근 역할을 하며, 또한 패널 상부의 현장타설 콘크리트 시공시 거푸집 대용으로도 적용된다. 이 논문에서 3가지 이음부 형상을 적용한 합성보 시험체에 대해서 정적실험을 수행하여 강도 및 균열폭을 검토하였다. 실험결과, 루프이음을 적용한 반단면 프리캐스트 부재의 연속성이 우수함을 확인하였고, 루프이음의 겹이음 길이와 횡방향 보강철근의 영향도 검토하였다. 루프이음의 겹이음 길이가 증가할수록 루프이음 반단면 프리캐스트 부재의 휨강도가 증가하였다. 또한, 루프이음부에 횡방향 보강철근은 균열제어에 매우 효율적임을 확인하였다.

Parametric Study of Numerical Prediction of Slamming and Whipping and an Experimental Validation for a 10,000-TEU Containership

  • Kim, Jung-Hyun;Kim, Yonghwan
    • Journal of Advanced Research in Ocean Engineering
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    • 제1권2호
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    • pp.115-133
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    • 2015
  • This paper describes an approach for the numerical analysis of container ship slamming and whipping and various parameters that influence slamming and whipping. For validation purposes, the numerical analysis results were compared with experimental results obtained as part of the Wave-Induced Loads on Ships Joint Industry Project. Water entry problems for two-dimensional (2D) sections were first solved using a 2D generalized Wagner model (GWM) for various drop conditions and geometries. As the next step, the hydroelastic numerical analysis of a 10,000-TEU container ship subjected to slamming and whipping loads in waves was performed. The analysis method used is based on a fully coupled model consisting of a three-dimensional (3D) Rankine panel model, a 3D finite element model (FEM), and a 2D GWM, which are strongly coupled in the time domain. Parametric studies were carried out in both numerical and experimental tests with various forward speeds, wave heights, and wave periods. The trends observed and the validity of the numerical analysis results are discussed.

LCD Driver IC Assembly Technologies & Status

  • Shen, Geng-shin
    • 한국마이크로전자및패키징학회:학술대회논문집
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    • 한국마이크로전자및패키징학회 2002년도 International Symposium
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    • pp.21-30
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    • 2002
  • According the difference of flex substrate, (reel tape), there are three kind assembly types of LCD driver IC is COG, TCP and COF, respectively. The TCP is the maturest in these types for stability of raw material supply and other specification. And TCP is the major assembly type of LCD driver IC and the huge demand from Taiwan's large TFT LCD panel house since this spring. But due to its package structure and the raw material applied in this package, there is some limitation in fine pitch application of this package type, (TCP). So, COF will be very potential in compact and portable application comparison with TCP in the future. There are three kinds assembly methods in COF, one is ACF by using the anisotropic conductive film to connect the copper lead of tape and gold bump of IC, another is eutectic bonding by using the thermo-pressure to joint the copper lead of tape and gold bump of IC, and last is NCP by using non-conductive paste to adhere the copper lead of tape and gold bump of IC. To have a global realization, this paper will briefly review the status of Taiwan's large TFT panel house, the internal driver IC design house, and the back-end assembly house in the beginning. The different material property of raw material, PI tape is also compared in the paper. The more detail of three kinds of COF assembly method will be described and compared in this paper.

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Wavenumber analyses of panel vibrations induced by transonic wall-bounded jet flow from an upstream high aspect ratio rectangular nozzle

  • Hambric, Stephen A.;Shaw, Matthew D.;Campbell, Robert L.
    • Advances in aircraft and spacecraft science
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    • 제6권6호
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    • pp.515-528
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    • 2019
  • The structural vibrations of a flat plate induced by fluctuating wall pressures within wall-bounded transonic jet flow downstream of a high-aspect ratio rectangular nozzle are simulated. The wall pressures are calculated using Hybrid RANS/LES CFD, where LES models the large-scale turbulence in the shear layers downstream of the nozzle. The structural vibrations are computed using modes from a finite element model and a time-domain forced response calculation methodology. At low flow speeds, the convecting turbulence in the shear layers loads the plate in a manner similar to that of turbulent boundary layer flow. However, at high nozzle pressure ratio discharge conditions the flow over the panel becomes transonic, and the shear layer turbulence scatters from shock cells just downstream of the nozzle, generating backward traveling low frequency surface pressure loads that also drive the plate. The structural mode shapes and subsonic and transonic surface pressure fields are transformed to wavenumber space to better understand the nature of the loading distributions and individual modal responses. Modes with wavenumber distributions which align well with those of the pressure field respond strongly. Negative wavenumber loading components are clearly visible in the transforms of the supersonic flow wall pressures near the nozzle, indicating backward propagating pressure fields. In those cases the modal joint acceptances include significant contributions from negative wavenumber terms.

폴리머 격자 보강재를 이용한 3D 프린팅 시멘트계 외장재의 구조 거동 분석 (Structural Behavior Analysis of Polymer Lattice Reinforced 3D Printing Cementitious Cladding)

  • 김학범;박민재;주영규
    • 대한건축학회논문집:구조계
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    • 제34권11호
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    • pp.3-10
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    • 2018
  • Cladding that finishes the exterior of a building could enhance the value of the building, and shape control is an important factor. With the recent development of 3D printing, cementitious claddings were printed by 3D printer in China, U.S.A and elsewhere. On the other hand, the structural safety of the exterior panel should be examined, as casualties occur when the exterior panel fails due to typhoon or impact. Cement-based cladding is reinforced by wire mesh to improve safety. Introducing 3D printing composite system with polymer and cement, makes it possible to produce claddings fast and accurate. Prior to the development of 3D printing cementitious cladding, the major parameters influencing the optimal shape were identified based on structural performance. The wind load, joint, and bond behavior between polymer and cement were considered. Polymer laminate shape, order, and thickness were variables, and finite element analysis was performed.

A simple panel zone model for linear analysis of steel moment frames

  • Saffari, Hamed;Morshedi, Esmaeil
    • Steel and Composite Structures
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    • 제35권4호
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    • pp.579-598
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    • 2020
  • Consideration of the panel zone (PZ) deformations in the analysis of steel moment frames (SMFs) has a substantial effect on structural response. One way to include the PZ effect on the structural response is Krawinkler's PZ model, which is one of the best and conventional models. However, modeling of Krawinkler's PZ model has its complexity, and finding an alternative procedure for PZ modeling is of interest. In this study, an efficient model is proposed to simplify Krawinkler's PZ model into an Adjusted Rigid-End Zone (AREZ). In this way, the rigid-end-zone dimensions of the beam and column elements are defined through an appropriate rigid-end-zone factor. The dimensions of this region depend on the PZ stiffness, beam(s) and columns' specifications, and connection joint configuration. Thus, to obtain a relationship for the AREZ model, which yields the dimensions of the rigid-end zone, the story drift of an SMF with Krawinkler's PZ model is equalized with the story drift of the same structure with the AREZ model. Then, the degree of accuracy of the resulting relationship is examined in several connections of generic SMFs. Also, in order to demonstrate the applicability of the proposed model in SMFs, several SMFs ranging from 3- to 30-story representing low- to high-rise buildings are examined through linear static and dynamic time history analysis. Furthermore, non-linear dynamic analyses of three SMFs conducted to validate the degree of accuracy of the proposed model in the non-linear analysis of SMFs. Analytical results show that there is considerable conformity between inter-story drift ratio (IDR) results of the SMFs with Krawinkler's PZ model and those of the centerline SMFs with AREZ.

타이치 운동이 중년여성의 대사증후군 위험인자 및 건강관련 삶의 질에 미치는 영향 (The Effects of the Tai Chi Exercise on Metabolic Syndrome and Health-related Quality of Life in Middle-aged Women)

  • 엄애용
    • 근관절건강학회지
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    • 제19권2호
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    • pp.152-160
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    • 2012
  • Purpose: The purpose of this study was to test the effects of the Tai Chi exercise on metabolic syndrome and health-related quality of life in middle-aged women. Methods: A quasi-experimental design was used. Subjects were sixty middle-aged women with metabolic syndrome. All of the subjects were met the criteria of the National Cholesterol Education Program-Adult Treatment Panel III (NCEP-ATP III). The subjects were divided into the experiment group (n=33) trained the Tai Chi for 12 weeks and the control group (n=27). Metabolic syndrome risk factors including blood pressure, waist circumference, glucose, triglyceride (TG), and high density lipoprotein cholesterol (HDL-C) were measured before and after the 12-week period. Euro Quality of Life Questionnaire 5-Dimensional Classification (EQ-5D) was used to evaluate the health-related quality of life. Results: The experiment group showed significant decreases in diastolic blood pressure, waist circumference, glucose, and TG; and increase in HDL-C compared to the control group. For the health-related quality of life evaluation, the experiment group showed significant improvement more than the control group. Conclusion: The Tai Chi exercise may be effective intervention in preventing cardiovascular disease caused by metabolic syndrome in middle-aged women.