• Title/Summary/Keyword: Foundation Capability

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Experimental Study on Geogrid-Mattress Fundation (지오그리드 매트리스기초에 관한 실험적 연구)

  • 주재우
    • Proceedings of the Korean Geotechical Society Conference
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    • 1994.09a
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    • pp.182-190
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    • 1994
  • Mattress foundations using geogrids are often used on soil foundations to increase the supporting capability of a mattress-soil foundation system, in which the mattress foundation trasmits a point load applied above to a wider area of the soil foundation underneath. To examine this load dispersion capability of the mattress foundation, model experiments were carried out on lab-floor. Expecially, the effect of the thickness of the mattress and the subgrade modulus of the soil foundation on load dispersion are considered. The load distribution and the tensile force generated on geogrid of the upper part of the mattress are examined in the paper.

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A Study on the Factors Affecting the Customer Equity Value Management and CRM Capability (CRM 성과에 영향을 미치는 요인에 관한 실증적 연구 : '고객자산가치관리역량' 매개효과 중심으로)

  • Cho, Mun-Je;Chung, Yoon
    • Asia pacific journal of information systems
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    • v.16 no.4
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    • pp.71-101
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    • 2006
  • Modern companies have heavily invested in developing CRM systems without explicitly knowing how the systems improve customer relationship management. Many researchers have attempted to find the factors that contribute to the success of CRM systems. However, most research have investigated the direct relationships between CRM success factors and system success without explaining how the factors contribute to the system success. It seems to be logical to think that success factors enhance the customer equity value management (CEVM) capability of the firms and then these capabilities are the foundation for the success of systems. In this study, we developed a CRM success model that includes CEVM capability as a mediating variable. The research followed the following steps: (1) CRM success factors that have theoretical relationship with CEVM capability are identified and categorized, (2) the theoretical relationship between CEVM capability and CRM performance is established in the perspective of strategic CRM, and (3) the research model is tested with the survey data collected from Korean firms.

Human Response Capability and Customer Relationship Management Advantage: The Direct, Indirect, and Interactive Roles of Information Technology Service Application

  • Yang, Yi-Feng;Chen, Ching-Yaw;Lee, Yu-Je;Lee, Shyh-Hwang
    • East Asian Journal of Business Economics (EAJBE)
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    • v.2 no.3
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    • pp.33-42
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    • 2014
  • The main purpose of this study intends to study the theoretical interconnection between human response capability and customer relationship management advantage while considering the essential role of service application of information technology as direct, indirect (mediating), and interactive (moderating) influences in the theory. Based on the study sample, the new findings help comprehend the overall interconnected relationship which includes the direct and indirect (mediating) effects of information technology service capability and human response capability as well as their interaction (moderation) on customer relationship management advantage. The new insights interprets the two capabilities (human and information technology) are vital to business because they are the foundation set of service resources significantly to enhance customer relationship management advantage.

Seismic response of bridge pier supported on rocking shallow foundation

  • Deviprasad, B.S.;Dodagoudar, G.R.
    • Geomechanics and Engineering
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    • v.21 no.1
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    • pp.73-84
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    • 2020
  • In the seismic design of bridges, formation of plastic hinges plays an important role in the dissipation of seismic energy. In the case of conventional fixed-base bridges, the plastic hinges are allowed to form in the superstructure alone. During seismic event, such bridges may be safe from collapse but the superstructure undergoes significant plastic deformations. As an alternative design approach, the plastic hinges are guided to form in the soil thereby utilizing the inevitable yielding of the soil. Rocking foundations work on this concept. The formation of plastic hinges in the soil reduces the load and displacement demands on the superstructure. This study aims at evaluating the seismic response of bridge pier supported on rocking shallow foundation. For this purpose, a BNWF model is implemented in OpenSees platform. The capability of the BNWF model to capture the SSI effects, nonlinear behavior and dynamic loading response are validated using the centrifuge and shake table test results. A comparative study is performed between the seismic response of the bridge pier supported on the rocking shallow foundation and conventional fixed-base foundation. Results of the study have established the beneficial effects of using the rocking shallow foundation for the seismic response analysis of the bridge piers.

Effect of poorly-compacted backfill around embedded foundations on building seismic response

  • Kim, Yong-Seok
    • Earthquakes and Structures
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    • v.3 no.3_4
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    • pp.549-561
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    • 2012
  • Many building foundations are embedded, however it is not easy to compact the backfill around the foundation especially for the deeply embedded ones. The soil condition around the embedded foundation may affect the seismic response of a building due to the weak contact between the soil and the foundation. In this paper, the response accelerations in the short-period range and at the period of 1 second (in the long-period range) for a seismic design spectrum specified in the IBC design code were compared considering perfect and poor backfills to investigate the effect of backfill compaction around the embedded foundation. An in-house finite-element software (P3DASS) which has the capability of horizontal pseudo-3D seismic analysis with linear soil layers was used to perform the seismic analyses of the structure-soil system with an embedded foundation. Seismic analyses were carried out with 7 bedrock earthquake records provided by the Pacific Earthquake Engineering Research Center (PEER), scaling the peak ground accelerations to 0.1 g. The results indicate that the poor backfill is not detrimental to the seismic response of a building, if the foundation is not embedded deeply in the soft soil. However, it is necessary to perform the seismic analysis for the structure-soil system embedded deeply in the soft soil to check the seismic resonance due to the soft soil layer beneath the foundation, and to compact the backfill as well as possible.

Analysis and Optimization of Rotor-twisted Structure for 12/10 Alternate Poles Wound FSPM Machine for Electric Vehicles

  • Xie, De'e;Wang, Yu;Deng, Zhiquan
    • Journal of international Conference on Electrical Machines and Systems
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    • v.2 no.3
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    • pp.269-274
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    • 2013
  • Fault-tolerant capability, wide speed range and overload capability are required in electric motors used in electric vehicles. In this paper, based on the analysis of the all poles wound and alternate poles wound flux-switching permanent-magnet machines, an optimization method is studied to reduce torque ripple. The method takes account of both flux-leakage and cogging torque. The simulation result shows that the method can reduce the torque ripple effectively. This study lays the foundation for the further application of FSPM in electric vehicles.

A Study on the Improvement of Capability Assessment and the Plan for Enhancing Cyber Warfare Capability of Korea (사이버전의 역량평가 개선과 역량 강화 방안에 관한 연구)

  • Park, Chan-soo;Park, Yongsuk
    • Journal of the Korea Institute of Information and Communication Engineering
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    • v.19 no.5
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    • pp.1251-1258
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    • 2015
  • Recently, as the development of cyber weapons, the threat of cyber warfare has been increasing. Nations, which experienced cyber warfare already, have been damaged not only in the cyber space as well as in real war field. Therefore, each nation is constantly making efforts to prepare for cyber warfare. First of all, to prepare for cyber warfare, each nation's capability of cyber warfare should be understood. A plan of reaction of cyber warfare should be searched by comparison and analysis of capability of cyber warfare. This paper compares and analyzes established methodology of capability assessment about cyber warfare, and this paper finds a better point to suggest the improvement of capability assessment about cyber warfare. This paper applies capability assessment of cyber warfare to nations, which can influence on Korea with improved capability assessment of cyber warfare. Comparing and analyzing the result of assessment, this paper deducts complementary point of Korean cyber warfare to suggest the plan to enhancing capability of cyber warfare.

Seismic Response of Base-Isolated Liquid Storage Tanks Considering Liquid-Structure-Soil Interaction (유체-구조물-지반 상호작용을 고려한 면진된 유체저장탱크의 3차원 지진응답)

  • 조성용;김문겸;임윤묵
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 2002.09a
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    • pp.98-105
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    • 2002
  • The effects of the base-isolation system and elastic soil foundation on the behavior of a liquid storage tank are studied. To evaluate the seismic response of liquid storage tank accurately, the coupled dynamic system considering base isolation and soil interaction problem is formulated in time domain. Results show that the base isolation system reduces effectively the radial displacements, base shears, overturning moments, axial resultant stresses and the hydrodynamic pressure by providing flexibility and energy dissipation capability. Base Isolation may, however, increase the relative liquid sloshing amplitude due to the effect of liquid-structure interaction and cause excessive large relative displacements between structure and foundation. In addition to base-isolator, the dynamic behavior of liquid storage tank is related to the flexibility of base foundation, so the analysis of soil-structure interaction s achieved.

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A Study on the Development of the Korean Mobilization Operations Including National Emergency Provision (한국적 비상대비 동원업무 발전방안)

  • Lee Dong-Hun
    • Journal of the military operations research society of Korea
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    • v.18 no.1
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    • pp.15-31
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    • 1992
  • Developments toward a 'the end of the Cold War' are the main factor determining the situation in the Korean Peninsula. While all the combat resources of North Korea are systematically controlled and kept available for instant mobilization even in peacetime. South Korea is inferior to North Korea in terms of mobilization system and efficiency, exercise intensity and equipments. In sum, the South faces far greater restraints in wartime conversion capability than does the North. Mobilization refers to a nation's compulsory control, management and operation of its human and material resources for the purpose of national security. The total capability for safeguarding national security must be pursued by the continuous examination and complementation of our mobilization system and capability. This paper proposes an efficient management of national mobilization system that can be instantly operated on the whole in time of national emergency. Therefore, the actual operation of National Security Council is suggested to prepare operations against the emergencies and establish the foundation for national security.

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Study on the Revitalization Plan of Local Festival (지역축제 활성화 요인에 관한 실증연구)

  • Ahn, Hye-Won;Lee, Min-Kyu
    • The Journal of the Korea Contents Association
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    • v.10 no.6
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    • pp.378-385
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    • 2010
  • The purpose of this study is finding the way of vitalizing local festival of Chung-buk through successful local festivals and local festivals of Chung-buk. Therefore this study analyzed case of local festivals Young dong with reference definitude, participation, foundation, organizing, capability of calling the people. And It is pointing out the problems of the local festivals and suggesting the ways of vitalizing local festival in Chung-buk.