• Title/Summary/Keyword: Foundation infrastructure

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Forisome based biomimetic smart materials

  • Shen, Amy Q.;Hamlington, B.D.;Knoblauch, Michael;Peters, Winfried S.;Pickard, William F.
    • Smart Structures and Systems
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    • v.2 no.3
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    • pp.225-235
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    • 2006
  • With the discovery in plants of the proteinaceous forisome crystalloid (Knoblauch, et al. 2003), a novel, non-living, ATP-independent biological material became available to the designer of smart materials for advanced actuating and sensing. The in vitro studies of Knoblauch, et al. show that forisomes (2-4 micron wide and 10-40 micron long) can be repeatedly stimulated to contract and expand anisotropically by shifting either the ambient pH or the ambient calcium ion concentration. Because of their unique abilities to develop and reverse strains greater than 20% in time periods less than one second, forisomes have the potential to outperform current smart materials as advanced, biomimetic, multi-functional, smart sensors or actuators. Probing forisome material properties is an immediate need to lay the foundation for synthesizing forisomebased smart materials for health monitoring of structural integrity in civil infrastructure and for aerospace hardware. Microfluidics is a growing, vibrant technology with increasingly diverse applications. Here, we use microfluidics to study the surface interaction between forisome and substrate and the conformational dynamics of forisomes within a confined geometry to lay the foundation for forisome-based smart materials synthesis in controlled and repeatable environment.

Evaluation of Traffic Load and Moisture-Induced Nonlinear In-situ Stress on Pavement Foundation Layers (도로기초에서 교통 및 환경하중에 의한 비선형 현장응력 평가)

  • Park, Seong-Wan;Hwang, Kyu-Young;Jeong, Mun-Kyoung;Seo, Young-Guk
    • Journal of the Korean Geotechnical Society
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    • v.25 no.7
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    • pp.47-54
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    • 2009
  • Better understanding of in-situ mechanical behavior of pavement foundations is very important to predict long-term effects on the system performance of transport infrastructure. For this purpose resilient stiffness characterization of geomaterials is needed to properly adopt such mechanistic analysis under both traffic and environmental loadings. In this paper in-situ monitoring data from KHC test road were used to analyze the non-linear response using finite element method for a selected constitutive model of foundation geomaterials, and the results were compared with the field data.

A Study on the Analytical Technique for the Actual Conditions of Fundamental Facility for Education in University Campus - Focused on the Case of C University Campus in Gyeongbuk - (대학 캠퍼스 교육기본시설 운용실태 분석기법에 관한 연구 - 경북 소재 C대학의 사례를 중심으로 -)

  • Kim, Chi-Hwan
    • The Journal of Sustainable Design and Educational Environment Research
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    • v.9 no.1
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    • pp.41-51
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    • 2010
  • It is high level of management activity for the fixed property of building to operating spaces for education in university campus. Therefore, this study is focused on definition of the factors for analyzing the actual conditions of space operation and application of them to C university campus in Gyeongbuk in the aspect of infrastructure of university and efficiency of space operation. These analytical factors are the rate of lecture and experimentation room, the rate of theoretical and experimental subject in curriculum and unit area for infrastructure and the rate of use, turnover rate and occupation rate per lecture for space operation. If the analytical factors of space operation are systemized as program module for space operation, the space management system of university campus will be characterized on the foundation of university information system. And it will be able to support the decision making about space management. It needs to integrate various type of information and data of university to increase the efficiency of decision making.

Volume Rendering Architecture of Mobile Medical Image using Cloud Computing (클라우드 컴퓨팅을 활용한 모바일 의료영상 볼륨렌더링 아키텍처)

  • Lee, Woongkyu;Nam, Doohee
    • The Journal of the Institute of Internet, Broadcasting and Communication
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    • v.14 no.4
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    • pp.101-106
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    • 2014
  • The era came that by having fastest internet and smart phone makes cloud computing really a big merit. This paper proposes architecture for medical image volume rendering in mobile environment using cloud computing. This architecture to replace expensive workstation server and storage it use one of the service of cloud computing IaaS(Infrastructure as a Service). And this paper propose to use webGL to get rid of restriction of mobile hardware. By this research, it is expected that medical image volume rendering service in mobile environment is more effective and can be a foundation work.

A Study on the Linux System Load and Resource for Cloud Computing Infrastructure Development (클라우드 컴퓨팅 인프라 구축을 위한 시스템 부하 및 자원에 관한 연구)

  • Jung, Sung-Jae;Bae, Yu-Mi;Jang, Rae-Young;Sung, Kyung;Soh, Woo-Young
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 2011.05a
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    • pp.440-443
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    • 2011
  • While Cloud Computing catch attention, system configuration using Server Virtualization as a core technology gains popularity. Thus analyzing existing systems and utilizing resources using server virtualization techniques are spotlighted. This paper presents a solid foundation for utilizing the system idle resources and constructing the cloud computing infrastructure by analyzing means and types of the system load and further analyzing the relationship between CPU resources and loads based on Linux system.

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A Study on the Data Security for Cloud Computing Infrastructure Development (클라우드 컴퓨팅 서비스 도입에 따른 데이터보안에 관한 연구)

  • Kyung, ji-hun;Jung, Sung-Jae;Bae, Yu-Mi;Park, Jeong-Su;Sung, Kyung
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 2012.10a
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    • pp.736-739
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    • 2012
  • Cloud Computing is attracting attention are activated and rapidly spread to companies and public institutions, etc. have been introduced are getting. Spotlighted these effects due to the utilization and integration of information system using cloud computing technology resources, and the resulting data security issue has been. In this paper, the side lights on due to the introduction of a cloud computing system, the resources of information systems, data security, and knowledge to provide the foundation for cloud computing infrastructure.

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The Impact of Social Responsibility Management Certification on Venture Company's Formation of Organizational Trust (사회적책임경영(CSR) 인증이 벤처기업의 조직신뢰 형성에 미치는 영향)

  • Yoon, Heon-Deok;Sung, Jong-Su
    • Journal of Korean Society for Quality Management
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    • v.40 no.2
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    • pp.126-144
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    • 2012
  • Lately, the importance of social responsibility of venture companies is becoming highlighted in Korea.This study is to empirically suggest that the practice of social responsibility by venture companies will become the foundation for formation of the organizational trust and for the sustainable growth of the organization. The certification on social responsibility for venture companies has been conducted for past five year and based on the research on difference of organizational validity on companies that are certified and non-certified by its practice of social responsibility, we've found organizational trust difference in two groups; the companies that already formed organizational trust did not have new mediation effect due to organizational commitment but the non-certified companies that did not have organization trust created new medication effect from organizational commitment. This can be understood that the organizational commitment effect through social responsibility is already formed for companies that have created organizational trust through social responsibility certification. The organizational infrastructure is needed for sustainable growth and development of an organization; therefore, the differentiated organizational trust for social responsibility certified organization will become the infrastructure for growth of the certified organizations.

Technological Factors Facilitating B40's Motivation in Malaysia to Continue Using Online Crowdsourcing Platform

  • NA'IN, Nuramalina;HUSIN, Mohd Heikal;BAHARUDIN, Ahmad Suhaimi
    • The Journal of Asian Finance, Economics and Business
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    • v.8 no.8
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    • pp.117-126
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    • 2021
  • The increasing number of retrenchments because of the current global pandemic, Covid-19, has led many to shift to the digital economy, especially among the low-income group (B40) in Malaysia. Crowdsourcing is the collection of information, opinions, or work from a group of people, usually sourced via the Internet. Fueled by the development of Internet-based platforms that provided its technological foundation, and the need for an agile and uniquely skilled workforce, crowdsourcing has grown from the grassroots, with a burgeoning body of research investigating its many aspects. However, very few studies examined crowd workers' motivation for continuous participation on online crowdsourcing platforms. Thus, this paper aims to explore the technological factors that facilitate B40's group motivation in Malaysia to continue to participate in online crowdsourcing platforms. This paper employed a qualitative approach, using a semi-structured interview. The thematic analysis method was used to decode the data extracted from the interview transcript. The finding of this study identified four main themes and seven sub-themes: (1) Technology efficacy, (2) Platform Management: client-worker management, safety net, payment mechanism, (3) Platform Design: UI design, rating feature and (4) Infrastructure: Internet connection, technology infrastructure. This study can provide a guideline for managing crowdsourcing practices in Malaysia, especially for the crowdsourcing platform developer.

Research on stress distributions around welds of three-planar tubular Y-joints under out-of-plane bending moment

  • Shiliu Bao;Wenhua Wang;Jikai Zhou;Xin Li
    • Steel and Composite Structures
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    • v.49 no.2
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    • pp.181-196
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    • 2023
  • Marine structures including offshore wind turbines (OWTs) always work under cyclic loads, which arouses much attention on the fatigue design. The tripod substructure is one of the typical foundation forms for fixed OWTs. The three-planar tubular Y-joint (3Y joint) is one of the important components in fatigue design as it is most likely to have cracks. With the existence of the multiplanar interaction effect, calculating the hot spot stress (HSS) of 3Y joints is complicated. To assist with fatigue design, the distributions of stress concentration factor (SCF) and multiplanar interaction factor (MIF) along weld toe curves induced by the out-of-plane bending moment are explored in this study. An FE analysis method was first developed and verified against experimental results. This method was applied to build a numerical database including 1920 FE models covering common ranges of geometric parameters. A parametric study has been carried out to reveal the distribution patterns of SCF and MIF. After multidimensional nonlinear fittings, SCF and MIF distribution formulas have been proposed. Accuracy and reliability checking prove that the proposed formulas are suitable for calculating the HSS of 3Y joints.

3-D Numerical Analysis for the Verification of Bearing Mechanism and Bearing Capacity Enhancement Effect on the Base Expansion Micropile (선단 확장형 마이크로파일의 3차원 수치해석을 통한 지지 메커니즘 및 지지력 증대효과 검증)

  • Lee, Seokhyung;Han, Jin-Tae;Jin, Hyun-Sik;Kim, Seok-Jung
    • Journal of the Korean Geotechnical Society
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    • v.37 no.2
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    • pp.19-31
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    • 2021
  • Micropiles are cast-in-place piles with small diameters. The advantage of micropile is low construction expense and simple procedures, so it is widely applied to existing buildings and structures for the reinforcement of foundation and seismic performances. The base expansion structure has been developed following the original mechanism of horizontal expansion steps under compressive loading. This kind of structure can be installed at the pile end to improve the bearing capacity by tip area enlargement and horizontal force increment to the pile surface area. However, 'Micropile with base expansion structure' cannot be put into practical use, because detailed verification for the developed technique has not been conducted so far. In this research, 3-D numerical analysis was conducted to figure out the bearing mechanism of base expansion micropile and to verify the bearing capacity improvement compared to the general micropiles. 3-D modelling of micropile with base expansion structure was carried out and input parameter was determined. Bearing mechanism induced by base expansion structure was analyzed by lab-scale modelling, and bearing capacity improvement was verified by field-scale analysis.