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One Year of GOCI-II Launch Present and Future (GOCI-II 발사 1년, 현재와 미래)

  • Choi, Jong-kuk;Park, Myung-sook;Han, Kyung-soo;Kim, Hyun-cheol;Im, Jungho
    • Korean Journal of Remote Sensing
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    • v.37 no.5_2
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    • pp.1229-1234
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    • 2021
  • GOCI-II, which succeeded the mission of GOCI, was successfully launched in February 2020 and is in operation. GOCI-II is expected to be highly useful in a wide range of fields, including detailed changes in the coastal seawater environment using improved spatial and spectral resolution, increased number of observation and full disk observation mode. This special issue introduces the assessment of the current GOCI-II data quality and the studies on the accuracy improvement and applications at this time of one year after launch and data disclosure. We expect that this issue can be an opportunity for GOCI-II data to be actively utilized not only in the ocean but also in various fields of land and atmosphere.

Improvement of Power Unbalance Problem due to Distributed Design of Isolated Bidirectional DC-DC Converter for High Voltage (고전압용 절연형 양방향 DC-DC 컨버터의 분산 설계로 인한 전력 불균형 문제의 개선방안)

  • Oh, Seong-Taek;Kwon, Hyuk-Jin;Park, Jeong-Uk;Choi, Seing-Won;Lee, Il-Oun;Lee, Jun-Young
    • The Transactions of the Korean Institute of Power Electronics
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    • v.26 no.2
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    • pp.82-89
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    • 2021
  • This study proposes a DAB two-stage series structure with insulated bidirectional DC-DC converter for two-way power transfer between the renewable energy of high voltages (1 kV and above). The proposed circuit transforms the existing DAB converter into a two-stage series structure to reduce the pressure in the switch. The problem of power imbalance occurring in the design of the DAB converter second-stage series is improved by applying the cell balancing method circuit and the common mode coupled inductor using an external flying capacitor instead of reflecting the existing improvement measures, voltage balance control, and inductor current control. In addition, a no-load supercharging sequence is proposed in high voltages and high-speed switching by using the fixed duty output method. This study presents the analysis results through the structure of the proposed circuit, the principle of improving the power imbalance problem, and simulations. Prototypes were manufactured to meet the specifications of input/output voltage of 1700 V, maximum load of 65 kW, and switching frequency of 51kHz, and the validity of the topology was verified using the experimental results and efficiency data.

Advertising Self-Efficacy: Theoretical Review for the Study of Consumers' Attitude toward Advertising (광고 자기 효능감: 소비자 행동연구 적용을 위한 이론적 검토)

  • Um, Namhyun
    • The Journal of the Korea Contents Association
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    • v.19 no.2
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    • pp.450-459
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    • 2019
  • Under the new media environment this study is designed to investigate how the concept, 'self-efficacy' would be applied in an advertising context. The current study reviews consumer-controlled media environment, consumers' various attitude toward advertising and strategies for coping for advertising. In addition, how self-efficacy has been defined and applied in politics, education, and the Internet was discussed. From the advertising perspective it is interesting to examine how self-efficacy would be defined and applied in the consumers' attitude toward advertising. Lastly, this study will examine effects of self-efficacy on advertising research and advertising industry. For further study on self-efficacy much research needs to be conducted, focusing on conceptual and operational definition. Specifically, scale development and validation tests of 'self-efficacy' should be preceded.

Progressive Collapse of Steel High-Rise Buildings Exposed to Fire: Current State of Research

  • Jiang, Jian;Li, Guo-Qiang
    • International Journal of High-Rise Buildings
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    • v.7 no.4
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    • pp.375-387
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    • 2018
  • This paper presents a review on progressive collapse mechanism of steel framed buildings exposed to fire. The influence of load ratios, strength of structural members (beam, column, slab, connection), fire scenarios, bracing systems, fire protections on the collapse mode and collapse time of structures is comprehensively reviewed. It is found that the key influencing factors include load ratio, fire scenario, bracing layout and fire protection. The application of strong beams, high load ratios, multi-compartment fires will lead to global downward collapse which is undesirable. The catenary action in beams and tensile membrane action in slabs contribute to the enhancement of structural collapse resistance, leading to a ductile collapse mechanism. It is recommended to increase the reinforcement ratio in the sagging and hogging region of slabs to not only enhance the tensile membrane action in the slab, but to prevent the failure of beam-to-column connections. It is also found that a frame may collapse in the cooling phase of compartment fires or under travelling fires. This is because that the steel members may experience maximum temperatures and maximum displacements under these two fire scenarios. An edge bay fire is more prone to induce the collapse of structures than a central bay fire. The progressive collapse of buildings can be effectively prevented by using bracing systems and fire protections. A combination of horizontal and vertical bracing systems as well as increasing the strength and stiffness of bracing members is recommended to enhance the collapse resistance. A protected frame dose not collapse immediately after the local failure but experiences a relatively long withstanding period of at least 60 mins. It is suggested to use three-dimensional models for accurate predictions of whether, when and how a structure collapses under various fire scenarios.

DC-DC Boost Converter Using Dead Time Controller for Wearable AMOLED Display (데드 타임 제어기를 이용한 웨어러블 AMOLED 디스플레이용 DC-DC 부스트 변환기)

  • Kim, Chan-You;Kim, Tae-Un;Choi, Ho-Yong
    • Journal of IKEEE
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    • v.23 no.3
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    • pp.1104-1107
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    • 2019
  • This paper proposes a DC-DC boost converter for wearable AMOLED display using dead time controller to reduce dead time and improve power efficiency. Also the DC-DC boost converter adopts PWM-SPWM (set-time variable pulse width modulation) dual-mode to enhance power efficiency under light load and decrease output voltage ripple. The proposed circuit has been designed using $0.18{\mu}m$ BCDMOS process. Simulation results show that the circuit has power efficiency of 39%~96% and output ripple voltage of 2 mV under load current range of 1 mA~70 mA. The power efficiency of the proposed circuit is up to 2% higher than the previous PWM-SPWM method and up to 8% higher than only PWM method.

Design of Highly Integrated 3-Channel DC-DC Converter Using PTWS for Wearable AMOLED (PTWS를 적용한 웨어러블 AMOLED용 고집적화 3-채널 DC-DC 변환기 설계)

  • Jeon, Seung-Ki;Lee, Hui-Jin;Choi, Ho-Yong
    • Journal of IKEEE
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    • v.23 no.3
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    • pp.1061-1067
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    • 2019
  • In this paper, a highly integrated 3-channel DC-DC converter is designed using power transistor width scaling (PTWS). For positive voltage, $V_{POS}$, a boost converter is designed using the set-time variable pulse width modultaion (SPWM) dual-mode and PTWS to improve efficiency at light load. For negative voltage, $V_{NEG}$, a 0.5 x regulated inverting charge pump is designed with pulse skipping modulation (PSM) controller to reduce power consumption, and for an additional positive voltage, $V_{AVDD}$, a LDO circuit is designed. The proposed DC-DC converter has been designed using a $0.18{\mu}m$ BCDMOS process. Simulation results show that the proposed converter has power efficiency of 56%~90% for load current range of 1 mA~70 mA and output ripple voltage less than 5 mV at positive voltage.

Lateral torsional buckling of steel I-beams: Effect of initial geometric imperfection

  • Bas, Selcuk
    • Steel and Composite Structures
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    • v.30 no.5
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    • pp.483-492
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    • 2019
  • In the current study, the influence of the initial lateral (sweep) shape and the cross-sectional twist imperfection on the lateral torsional buckling (LTB) response of doubly-symmetric steel I-beams was investigated. The material imperfection (residual stress) was not considered. For this objective, standard European IPN 300 beam with different unbraced span was numerically analyzed for three imperfection cases: (i) no sweep and no twist (perfect); (ii) three different shapes of global sweep (half-sine, full-sine and full-parabola between the end supports); and (iii) the combination of three different sweeps with initial sinusoidal twist along the beam. The first comparison was done between the results of numerical analyses (FEM) and both a theoretical solution and the code lateral torsional buckling formulations (EC3 and AISC-LRFD). These results with no imperfection effects were then separately compared with three different shapes of global sweep and the presence of initial twist in these sweep shapes. Besides, the effects of the shapes of initial global sweep and the inclusion of sinusoidal twist on the critical buckling load of the beams were investigated to unveil which parameter was considerably effective on LTB response. The most compatible outcomes for the perfect beams was obtained from the AISC-LRFD formulation; however, the EC-3 formulation estimated the $P_{cr}$ load conservatively. The high difference from the EC-3 formulation was predicted to directly originate from the initial imperfection reduction factor and high safety factor in its formulation. Due to no consideration of geometric imperfection in the AISC-LFRD code solution and the theoretical formulation, the need to develop a practical imperfection reduction factor for AISC-LRFD and theoretical formulation was underlined. Initial imperfections were obtained to be more influential on the buckling load, as the unbraced length of a beam approached to the elastic limit unbraced length ($L_r$). Mode-compatible initial imperfection shapes should be taken into account in the design and analysis stages of the I-beam to properly estimate the geometric imperfection influence on the $P_{cr}$ load. Sweep and sweep-twist imperfections led to 10% and 15% decrease in the $P_{cr}$ load, respectively, thus; well-estimated sweep and twist imperfections should considered in the LTB of doubly-symmetric steel I-beams.

Analysis of Architectural Characteristics to Utilize Senior Centers as an Community Anchor Space in Apartment Complex (공동주택 경로당의 건축적 특성과 커뮤니티 거점공간으로서의 활용방안 연구)

  • Eun, Nan-Soon;Park, Hae-sun
    • Journal of The Korea Institute of Healthcare Architecture
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    • v.25 no.2
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    • pp.37-50
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    • 2019
  • Purpose: The purpose of this study was to analyze the space planning of the Senior Center which was supplied recently in apartment complex, to activate the spaces suitable for the changes and needs of the elderly and to explore the complex functions as a community space where intergenerational exchanges are possible. In other words, we sought implications for the physical plan of the district as a community base space and searched for improvement plan. Methods: The survey was conducted by five large private sectors of construction, and 10 of them were built after 2010 in an urban area(Seoul). Literature review, data analysis, field survey and interview were used for the research method. Results: As a result, it was difficult to meet the demands of various elderly people in the space planning, program and operation mode at the current level. In particular, the Baby Boomer generation as an active silver generation will not use the Senior Center. Therefore, based on the results of the survey, we propose some of the following about the Senior Center in apartment complex. First, it is necessary to change the term "the Senior Center" as defined in Article 55-2 of the "Regulations on Housing Construction Standards, etc.". Second, the criteria for setting up the elderly complex space should be presented specifically. Third, it is necessary to secure financial resources in operation and management. Finally, it is necessary to support the residents' organization for community revitalization. Implication: Through the amendment of the laws, it will be possible for various generations to have opportunities to interact by activating the existing community spaces for seniors. It will also contribute to improving the community of apartment complexes.

Attitude Control for Agile Spacecraft Installed with Reaction Wheels (리액션휠 기반 고기동 위성 자세제어 기법 연구)

  • Kim, Taeho;Mok, Sung-Hoon;Bang, Hyochoong;Song, Taeseong;Lee, Jongkuck;Song, Deokki;Seo, Joongbo
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.46 no.11
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    • pp.934-943
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    • 2018
  • In these days, demand for agile spacecraft is gradually increasing, due to the fact that agile spacecraft can improve mission capability. In this paper, an attitude control logic based on reaction wheels that can enhance agility of spacecraft is proposed. Three methods are suggested, and all three or part of them can be integrated to the existing attitude control system. First, a feedforward/feedback controller is introduced, and its pros and cons are provided, compared to the conventional feedback controller. Second, an attitude command generation method that fully utilizes torque/momentum capacities of reaction wheels is proposed. Third, a torque (current) control mode for internal wheel control is introduced. Numerical results verify that the settling time can be significantly reduced by employing the feedforward/feedback control method, especially for large angle maneuver.

Seismic behavior and failure modes of non-ductile three-story reinforced concrete structure: A numerical investigation

  • Hidayat, Banu A.;Hu, Hsuan-Teh;Hsiao, Fu-Pei;Han, Ay Lie;Sosa, Lisha;Chan, Li-Yin;Haryanto, Yanuar
    • Computers and Concrete
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    • v.27 no.5
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    • pp.457-472
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    • 2021
  • Reinforced concrete (RC) buildings in Taiwan have suffered failure from strong earthquakes, which was magnified by the non-ductile detailing frames. Inadequate reinforcement as a consequence of the design philosophy prior to the introduction of current standards resulted in severe damage in the column and beam-column joint (BCJ). This study establishes a finite element analysis (FEA) of the non-ductile detailing RC column, BCJ, and three-story building that was previously tested through a tri-axial shaking table test. The results were then validated to laboratory specimens having the exact same dimensions and properties. FEA simulation integrates the concrete damage plasticity model and the elastic-perfectly plastic model for steel. The load-displacement responses of the column and BCJ specimens obtained from FEA were in a reasonable agreement with the experimental curves. The resulting initial stiffness and maximum base shear were found to be a close approximation to the experimental results. Also, the findings of a dynamic analysis of the three-story building showed that the time-history data of acceleration and displacement correlated well with the shaking table test results. This indicates the FEA implementation can be effectively used to predict the RC frame performance and failure mode under seismic loads.