• Title/Summary/Keyword: Consultant capacity

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A Study on the Promotion of Online Commerce in Exporting SMEs (수출 중소기업의 온라인상거래 활성화를 위한 연구)

  • Jeong, Bok-Hoon;Jung, Jin-Teak
    • Journal of the Korea Convergence Society
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    • v.10 no.11
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    • pp.335-343
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    • 2019
  • The purpose of this study is to derive the necessary factors by conducting a questionnaire survey for SMEs with experience in participating in the online export support business in order to derive the factors that activate SMEs' online marketing. As a result, it was found that the Corporate trade capacity had a positive influence on online marketing utilization, and that the Corporate internal capacity did not have a significant influence on online marketing utilization. Since the consultants' role for export marketing obviously appears to exercise more significant positive effect on online marketing utilization, we can suggest the followings to activate online exports of SMEs. First, more effective efforts are needed to expand the trading capacity to utilize online marketing, and secondly, the export marketing capacity of SMEs needs to be strengthened steadily. In particular, strengthening the capabilities of the trading consultants of participating and performing companies is considered to be an important factor in the use of online marketing by SMEs, we recommend further strengthening each corporate and government policy effort to empower export consultants.

Behavioral Analysis of Triaxial Micropile (TMP) through Field Loading Test and 3D-numerical Analysis (삼축 마이크로파일(TMP)의 현장수평재하시험과 3차원 수치해석을 통한 거동 분석)

  • Kim, Taehyun;Ahn, Kwangkuk;An, Sungyul
    • Journal of the Korean GEO-environmental Society
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    • v.22 no.4
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    • pp.15-23
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    • 2021
  • Various micropiles have been developed through research related to micropiles, which have been carried out with the increased use of micropiles. Among the micropile construction methods being developed, the triaxial micropile (tmp), which is recently developed for the purpose of increasing the horizontal bearing capacity (seismic resistance), is representative. The three-axis micropile has the advantage of a method that can resist horizontal load more effectively because three micropiles installed inclined on each axis resist horizontal load. However, there is a problem in effectively using this pile method due to insufficient research on the support characteristics of the triaxial group micropile. In order to effectively utilize the triaxial group micropile (tmp), it is required to evaluate the bearing capacity for the factors that affect the horizontal bearing capacity of the pile. Therefore, in this study, field horizontal loading Tests were performed for each load direction, field loading Tests were verified through three-dimensional finite element analysis, behavioral characteristics of triaxial micropiles were evaluated, and appropriate horizontal bearing capacity was analyzed in consideration of horizontal load directions.

A Study on the Effects of Business Consulting on the Business Performance: Analysis of Elasticity of Consulting Factors and a Group Analysis Based on Firm Age (경영컨설팅이 기업의 경영성과에 미치는 영향에 관한 연구: 컨설팅 요소의 탄력성 분석과 기업의 업력 기준 집단분석)

  • Lee, Yoo Hwan;Seo, Young Wook
    • Knowledge Management Research
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    • v.19 no.4
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    • pp.39-58
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    • 2018
  • This study explores the effects of business consulting on the business performance of firms by using a unique survey for various industry sectors in Korea. We attempt to build a consulting model that shows the structural relationship between consulting factors and consulting performance. Moreover, through the consulting model, we conduct the analysis of elasticity of consulting factors and the group analysis based on firm age. First, the findings show that all consulting factor has a positive impact on the consulting performance, but in the results of factor elasticity, they have a somewhat different impact. Second, while the support of CEOs is relatively more elastic than other consulting factors with respect to the completion of consulting projects, the institutional condition for consulting is relatively more elastic than other factors with respect to the contribution to business performance. Third, since the high-firm age group has a greater capacity to absorb and utilize external knowledge and resource, the consultant competency and institutional conditions have a more impact on the consulting performance than the low-firm age group. On the other hand, in the low-firm age group, the result indicates that the support of CEOs has a more impact in the consulting performance than the high-firm age group. According to the total effect, the support of CEOs in the entire model has the highest impact on the consulting performance. Thus, it is probably difficult to achieve the improvement of business performance through consulting as well as the successful consulting projects without the CEOs' commitment and awareness about the consulting projects.

A Study of the Effect of PMC and Human Resource Competency on Construction Project Performance Outcomes (PMC (Project Management Consultant)와 인적자원역량이 건설프로젝트성과에 미치는 영향에 관한 연구)

  • Lee, Heonchang;Lee, Jeongryun;Ahn, Byeonghoon
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.42 no.5
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    • pp.701-710
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    • 2022
  • This study aims to prove the importance and necessity of a project management consultancy (PMC) that systematically manages construction projects to ensure their successful implementation. In order to analyze the interrelationship between the role of PMC and the outcome of the construction projects, structural equation modelling(SEM) was conducted. Hence, one of the critical aspects when conducting the project, human resource competency, especially referring to the competency of project team members and the project manager's leadership, affects the performance of construction projects. As a result of this study, PMC is found to have significant effects on human resource competency and construction project performance. In addition,human resource competency also had a significant effect on construction project performance. Consequently, the research outcomes suggest that introducing PMC services should be done when implementing large domestic infrastructure projects successfully, as doing so will enhance PM leadership and strengthen the capacity of the project team members.

Optimal Base Station Clustering for a Mobile Communication Network Design

  • Hong, Jung-Man;Lee, Jong-Hyup;Lee, Soong-Hee
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • v.5 no.5
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    • pp.1069-1084
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    • 2011
  • This paper considers an optimal base station clustering problem for designing a mobile (wireless) communication network. For a given network with a set of nodes (base stations), the problem is to optimally partition the set of nodes into subsets (each called a cluster) such that the associated inter-cluster traffic is minimized under certain topological constraints and cluster capacity constraints. In the problem analysis, the problem is formulated as an integer programming problem. The integer programming problem is then transformed into a binary integer programming problem, for which the associated linear programming relaxation is solved in a column generation approach assisted by a branch-and-bound procedure. For the column generation, both a heuristic algorithm and a valid inequality approach are exploited. Various numerical examples are solved to evaluate the effectiveness of the LP (Linear Programming) based branch-and-bound algorithm.

A Study on Capacity Evaluation for Singly Symmetric Stepped Beam with Pure Bending (순수 휨하중 받는 일축대칭 스텝보의 성능평가기법에 관한 연구)

  • Oh, Jeong-Jae;Kim, Yong-Hee;Park, Jong-Sub;Oh, Byung-Sam
    • Proceedings of the KAIS Fall Conference
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    • 2008.11a
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    • pp.105-108
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    • 2008
  • 본 연구에서는 기존에 수행된 균일단면을 가지는 I형 보의 좌굴 강도에 대한 해석적?이론적 연구를 토대로 일축대칭을 이루는 변단면 I형보의 좌굴강도를 산정하고자 범용구조해석프로그램 ABAQUS (2007)를 이용하여 유한요소해석을 실시하였다. 유한요소해석에는 4절점 쉘요소인 S4R이 사용되었고, 플랜지 길이방향 비, 너비방향 비, 두께의 비로 일축대칭 스텝보를 사용하였으며, 균일모멘트를 작용시켰다. 개발된 좌굴강도 제안식은 해석결과와 비교하여 -11%~2%의 오차범위를 나타내었다. 본 연구결과는 다양한 형식의 일축대칭 I형보가 사용되는 빌딩 및 교량 구조물의 경제적이고 합리적인 설계에 활용 될 수 있을 것이다.

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Behavior Analysis of RC Slab Bridge according to Demage and Suggestion of Its Evaluation Process (RC 슬래브교의 손상에 따른 거동 분석 및 손상 평가 프로세스 제안)

  • Kim, Yuhee;Jeon, Jun-Chang
    • Journal of the Korean Society of Safety
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    • v.36 no.3
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    • pp.40-49
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    • 2021
  • This study surveyed damage to small and medium-sized RC slab bridges, the largest in number in Korea. Four common types of damage were identified, and their static and dynamic structural behaviors were examined through structural analysis. The degree of damage was selected as an analysis parameter for three superstructures of RC slab bridges. After structural analysis, a damage assessment process was proposed that can be used as the basis for establishing maintenance yplans for these bridges. The results of the present study can be used for the safety management of RC slab bridges, classified as bridges suspected of safety flaws or requiring maintenance in load-carrying capacity tests.

Drilling and Completion of CO2 Injection Well in the Offshore Pohang Basin, Yeongil Bay (포항분지 해상 CO2 주입정 시추 완결 및 구축)

  • Won, Kyoung-Sik;Lee, Dae-Sung;Kim, Sang-Jun;Choi, Seong-Do
    • The Journal of Engineering Geology
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    • v.28 no.2
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    • pp.193-206
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    • 2018
  • In this study, as part of the "Small-scale $CO_2$ Injection-Demonstration Project in Offshore Pohang Basin", we performed drilling and completion of a $CO_2$ injection well from the offshore platform installed in the Yeongil Bay, Pohang city, Gyeongsang buk-do. The drilling of injection well was carried out from an offshore platform installing on the sediment formations of the Pohang Basin. Drilling diameters were reduced by stages, depending on the formation pressure and groundwater pressure along a depth and the casing installation and cement grouting in drilled hole were performed at each stage. The injection well was drilled to a final depth of 816.5 m with a hole diameter of 4 7/8 inches (${\Phi}124mm$) and the perforated casing for an injection section was installed in a depth of 746.5~816.5 m. Injection tubing, packer, and christmas tree were installed for the completion of an injection well for $CO_2$. The validation project of the $CO_2$ injection was accomplished successfully by drilling the injection well and installing the injection facilities, and through the suitable $CO_2$ injection process. The current injection facility is a facility for small-scale injection demonstration of 100 tons. In the case of large-scale demonstration facility test of a capacity of 10,000 tons, research is underway through the upgrading of the injection facilities.

Acceleration of Consolidation and Reclamation Capacity Increase of Dredged Soil (준설토의 압밀촉진 및 투기용량 증대)

  • Lee, Bum-Jun;Park, Min-Chul;Lee, Song
    • Journal of the Korean Geotechnical Society
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    • v.27 no.2
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    • pp.17-26
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    • 2011
  • To solve the problem of saturated dredged soil dumping area, it is possible to extend the life span of dredged soil dumping area by accelerating consolidation of dredged soil and making alluvial soil layer consolidated additionally by using dewatering method and PDF method without construction of new dumping area which entails great expense. Self-weight consolidation tests on samples from Busan and Incheon with the column of 400 mm in diameter were conducted to estimate those methods applicability to domestic dredged soil. As a result of tests, it was proved that dewatering method and PDF method were highly effective in increasing reclamation capacity of dredged soil by reduction of self-weight consolidation completion time and increase of self-weight consolidation settlement.

Integrating Balanced Scorecard and Analytic Hierarchy Process Techniques for Evaluating Corporate Performance

  • Sohn, Myung-Ho;Park, Sungbum;Lee, Heeseok
    • Proceedings of the Korean Operations and Management Science Society Conference
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    • 2001.10a
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    • pp.111-115
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    • 2001
  • A good business performance measurement system is an effective tool io sustained growth in profits. Although interest in creating performance measurement models is widespread, a well-designed system is rare. To be successful in today's competitive environment, a performance measurement system should incorporate strategic success factors and contain financial and non-financial measuring index to carry out strategic management. In the 1990s, Kaplan & Norton introduced a concept called the Balanced Scorecard. The Balanced Scorecard supplements traditional financial measures with criteria that measured performance from three additional perspectives - those perspectives of customers, internal business processes, and learning and growth. This paper presents five measuring index criteria for each perspective. To calculate the relative priority for These measuring index, we investigate weights investigated by interviews with management consultant. Then, AHP method is employed for calculating priority weight. Our evaluation model may be referred to as the Balanced Analytic Hierarchical Performance Model(BAHPM) in the sense that the analytic hierarchical scheme, along with the AHP, is applied. The BAHPM is the first kind of analytical model to cover a wide variety of measures. In comparison with previous evaluation models, our model shows strengths in structural flexibility, ease of incorporating feedback, group evaluation capacity, participation promotion, sensitivity analysis, and computational simplicity. A prototype based on the BAHPM can be applied to various industry sectors.

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