• 제목/요약/키워드: Critical technology elements

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Analysis of the Current Status of Intelligence Information Education and Strategic Model Proposals (지능정보 교육 현황 분석 및 전략적 모델 제안)

  • Tae-Gyu Lee
    • The Journal of the Convergence on Culture Technology
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    • v.10 no.6
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    • pp.561-572
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    • 2024
  • Recent advancements in generative AI technologies, such as ChatGPT, as well as in cloud computing and big data, have brought about rapid changes across all aspects of human life and industry. Amidst these changes, a new civilization called the "Intelligent Information Society" is emerging, highlighting the growing importance of AI education. This study aims to systematically analyze the educational elements necessary for building an Intelligent Information Society and propose an ideal model for AI education. It examines various international and domestic cases of intelligent information education to identify the current status and key issues and to explore potential solutions. Additionally, the study proposes foundational, specialized, applied, and future-oriented AI education models, providing educational methodologies tailored to each level. Based on these models, a strategic education roadmap and policy recommendations are developed to establish a foundation for the harmonious development of humans and technology in the Intelligent Information Society. This study seeks to reaffirm the significance of AI education as a critical element for advancing the Intelligent Information Society and to provide direction for future educational strategies.

Analysis of 3D dynamic interaction between Hypertube Express (HTX) and its guideway

  • Seunghwan Park;Seung-Min Baek;Hyung-Jo Jung;Phill-Seung Lee;Man-Cheol Kim
    • Structural Engineering and Mechanics
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    • v.92 no.4
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    • pp.365-380
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    • 2024
  • This paper proposes a three-dimensional (3D) dynamic interaction analysis algorithm between the Hypertube Express (HTX) and its guideway. HTX, which utilizes superconductive electromagnets, travels in a magnetically levitated state by leveraging the principles of induction and repulsion with the levitation and guidance coils of the guideway. This reduces frictional resistance, enabling high-speed travel. The guideway experiences dynamic loads due to the levitation and magnetic forces, while HTX is influenced by the irregularity and deformation of the guideway. The dynamic interaction between HTX and the guideway has a significant impact on both design and safety considerations. To address this, we aim to predict the dynamic behavior of both HTX and the guideway numerically. The system matrices of HTX and the guideway, along with their interaction forces, are calculated to perform a 3D dynamic interaction analysis. The guideway is modeled using shell finite elements, and to ensure realistic results, we apply a nonlinearly varying interaction stiffness based on the cruising speed and displacement of HTX. The irregularity of the guideway, which has a critical effect on the interaction, is incorporated into the model. The results of this analysis help to clarify the dynamic characteristics of both the HTX and its guideway. The proposed algorithm provides a foundation for the initial design of HTX and its guideway, contributing to future high-speed transportation systems.

Experimental and numerical verification of hydraulic displacement amplification damping system

  • Chung, Tracy Sau-Kwai;Lam, Eddie Siu-Shu;Wu, Bo;Xu, You-Lin
    • Structural Engineering and Mechanics
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    • v.33 no.1
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    • pp.1-14
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    • 2009
  • Hong Kong is now recognized as an area of moderate seismic hazard, but most of the buildings have been designed with no seismic provision. It is of great significance to develop effective and practical measures to retrofit existing buildings against moderate seismic attacks. Researches show that beam-column joints are critical structural elements to be retrofitted for seismic resistance for reinforced concrete frame structures. This paper explores the possibility of using a Hydraulic Displacement Amplification Damping System (HDADS), which can be easily installed at the exterior of beam-column joints, to prevent structural damage against moderate seismic attacks. A series of shaking table tests were carried out with a 1/3 prototype steel frame have been carried out to assess the performance of the HDADS. A Numerical model representing the HDADS is developed. It is also used in numerical simulation of the shaking table tests. The numerical model of the HDADS and the numerical simulation of the shaking table tests are verified by experimental results.

An Advanced Embedded SRAM Cell with Expanded Read/Write Stability and Leakage Reduction

  • Chung, Yeon-Bae
    • Journal of IKEEE
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    • v.16 no.3
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    • pp.265-273
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    • 2012
  • Data stability and leakage power dissipation have become a critical issue in scaled SRAM design. In this paper, an advanced 8T SRAM cell improving the read and write stability of data storage elements as well as reducing the leakage current in the idle mode is presented. During the read operation, the bit-cell keeps the noise-vulnerable data 'low' node voltage close to the ground level, and thus producing near-ideal voltage transfer characteristics essential for robust read functionality. In the write operation, a negative bias on the cell facilitates to change the contents of the bit. Unlike the conventional 6T cell, there is no conflicting read and write requirement on sizing the transistors. In the standby mode, the built-in stacked device in the 8T cell reduces the leakage current significantly. The 8T SRAM cell implemented in a 130 nm CMOS technology demonstrates almost 100 % higher read stability while bearing 20 % better write-ability at 1.2 V typical condition, and a reduction by 45 % in leakage power consumption compared to the standard 6T cell. The stability enhancement and leakage power reduction provided with the proposed bit-cell are confirmed under process, voltage and temperature variations.

The Comparisons of Pronunciation Teaching in Lingua Franca Core and IMO Maritime English Model Course 3.17 for Global Communication at Sea

  • Choi, Seung-Hee;Park, Jin-Soo
    • Journal of Navigation and Port Research
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    • v.40 no.5
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    • pp.279-284
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    • 2016
  • As the International Maritime English Organization (IMO) model course for Maritime English has been recently revised and updated, the requirements of current changes to both the 2010 STCW Manila Amendments and English education have been actively reviewed. In order to provide practical guidelines for language teaching, a wide range of new pedagogical approaches and their theoretical backgrounds are also suggested. However, considering the current spread of Business English as a Lingua Franca (BELF) and its critical importance in maritime communication, the pedagogical approaches need to be re-evaluated, specifically in terms of teaching pronunciation in order to emphasize clear and effective communication among international interlocutors. Therefore, the core pedagogical elements of pronunciation should be clearly set and provided with consideration for Lingua Franca Core (LFC), which places importance on mutual intelligibility rather than following the rules of native speakers. In this paper, the current trends of BELF in the maritime industry will thus be introduced. Following this, the importance of LFC in maritime communication will be outlined, and its key features will be discussed in terms of effectiveness and clarity of international maritime communications. Finally, a close comparison between LFC and the pronunciation guidelines suggested by the IMO Maritime English model course 3.17 will be conducted, and pedagogical implications for future teaching pronunciation in cross-cultural global maritime industry will be suggested.

A Comparative Study on the Surrealistic Characters of Jaime Hayon and Marcel Wanders Design (하이메 아욘과 마르셀 반더스의 디자인에서 나타나는 초현실주의적 특성 비교 연구)

  • Han, Jeong-Won
    • Korean Institute of Interior Design Journal
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    • v.20 no.2
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    • pp.55-63
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    • 2011
  • This study aims to figure out diversity and complexity of modern design by analysing surrealistic characters of Jaime Hayon and Marcel Wanders design, who are working actively in diverse design fields including graphic design, product design, and space design. First fundamental theories of surrealism was reviewed, and structure for analysis was made by studying characters of design representation derived by surrealistic concepts. And then design projects in the fields of furniture and product design, interior space design, and project design that were performed by two designers after the year 2000 were analysed. Two designers assume critical attitudes in mass production of functional design which is made by only machines, and they have something in common pursuing creative and imaginative design by making unique artistic elements by using modern technology. In this way, they create surrealistic fantasy in their design. On the other hand Jaime Hayon and Marcel Wanders show interesting differences in modes of expression. Hayon creates unique and organic forms and characters based on his creative imagination, and he enjoys to express boldness and amusement. Wanders shows sophisticated and elegant duality by dramatic balance between intricate patterns and minimal forms. Both designers have important influences in modern design as creative leaders always pursuing new things and representing complex tendency of modern society.

Punching Fracture Experiments and Simulations of Unstiffened and Stiffened Panels for Ships and Offshore Structures

  • Park, Sung-Ju;Choung, Joonmo
    • Journal of Ocean Engineering and Technology
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    • v.34 no.3
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    • pp.155-166
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    • 2020
  • Ductile fracture prediction is critical for the reasonable damage extent assessment of ships and offshore structures subjected to accidental loads, such as ship collisions and groundings. A fracture model combining the Hosford-Coulomb ductile fracture model with the domain of solid-to-shell equivalence model (HC-SDDE), was used in fracture simulations based on shell elements for the punching fracture experiments of unstiffened and stiffened panels. The flow stress and ductile fracture characteristics of JIS G3131 SPHC steel were identified through tension tests for flat bar, notched tension bar, central hole tension bar, plane strain tension bar, and pure shear bar specimens. Punching fracture tests for unstiffened and stiffened panels are conducted to validate the presented HC-DSSE model. The calibrated fracture model is implemented in a user-defined material subroutine. The force-indentation curves and final damage extents obtained from the simulations are compared with experimental results. The HC-DSSE fracture model provides reasonable estimations in terms of force-indentation paths and residual damage extents.

A Grid Service based on OGSA for Process Fault Detection (프로세스 결함 검출을 위한 OGSA 기반 그리드 서비스의 설계 및 구현)

  • Kang, Yun-Hee
    • Proceedings of the Korea Contents Association Conference
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    • 2004.11a
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    • pp.314-317
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    • 2004
  • With the advance of network and software infrastructure, Grid-computing technology on a cluster of heterogeneous computing resources becomes pervasive. Grid computing is required a coordinated use of an assembly of distributed computers, which are linked by WAN. As the number of grid system components increases, the probability of failure in the grid computing is higher than that in a traditional parallel computing. To provide the robustness of grid applications, fault detection is critical and is essential elements in design and implementation. In this paper, a OGSA based process fault-detection services presented to provide high reliability under low network traffic environment.

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A numerical method for buckling analysis of built-up columns with stay plates

  • Djafour, M.;Megnounif, A.;Kerdal, D.;Belarbi, A.
    • Structural Engineering and Mechanics
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    • v.26 no.4
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    • pp.441-457
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    • 2007
  • A new numerical model based on the spline finite strip method is presented here for the analysis of buckling of built-up columns with and without end stay plates. The channels are modelled with spline finite strips while the connecting elements are represented by a 3D beam finite element, for which the stiffness matrix is modified in order to ensure complete compatibility with the strips. This numerical model has the advantage to give all possible failure modes of built-up columns for different boundary conditions. The end stay plates are also taken into account in this method. To validate the model a comparative study was carried out. First, a general procedure was chosen and adopted. For each numerical analysis, the lowest buckling loads and modes were calculated. The basic or "pure" buckling modes were identified and their critical loads were compared with solutions obtained using analytical methods and/or other numerical methods. The results showed that the proposed numerical model can be used in practice to study the elastic buckling of built-up columns. This model is considered accurate and efficient for the local buckling of short columns and global buckling for slender columns.

Progressive collapse analysis of buildings with concentric and eccentric braced frames

  • Larijan, Reza Jalali;Nasserabadi, Heydar Dashti;Aghayan, Iman
    • Structural Engineering and Mechanics
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    • v.61 no.6
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    • pp.755-763
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    • 2017
  • In this study, the susceptibility of different symmetric steel buildings with dual frame system to Progressive Collapse (PC) was assessed. Some ten-story dual frame systems with different type of braced frames (concentrically and eccentrically braced frames) were considered. In addition, numbers and locations of braced bays were investigated (two and three braced bays in exterior frames) to quantitatively find out its effect on PC resistance. An Alternate Path Method (APM) with a linear static analysis was carried out based on General Services Administration (GSA 2003) guidelines. Maximum Demand Capacity Ratio (DCR) for the elements (beams and columns) with highest DCRs ($DCR_{moment}$ and $DCR_{shear}$) is given in tables. The results showed that the three braced bays with concentric braced frames especially X-braced and inverted V-braced frame systems had a lower susceptibility and greater resistance to PC. Also, the results represented that the beams were more critical than columns against PC after the removal of column.