• Title/Summary/Keyword: 타격력

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Big Data Analysis of the Correlation between Average Daily Temperature and Batting Power (빅데이터를 활용한 타자의 장타력과 일일 평균 기온 간의 상관관계 분석)

  • Kim, Semin;Shin, Chwacheol
    • Journal of Digital Convergence
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    • v.18 no.8
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    • pp.225-230
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    • 2020
  • The KBO League is held over a long period of time due to the large number of games. Also, Korea has a diverse and distinct climate. Therefore, this study analyzed the relationship between the daily average temperature and the record of batting power such as home runs, triples, doubles, number of bases, batting percentage, and net batting percentage, and a third baseball record was defined. For this study, the correlation between the daily average temperature data and the batter who entered the standard at-bat in the KBO League in 2019 was analyzed through the SEMMA method. From the results of this study, it was found that the average daily temperature had an effect on a batter's hitting power. In particular, it was found that a batter's hitting power decreased on the day of temperatures recorded between 20.0 degrees and 24.9 degrees, and it was discussed that this may have been related to the physical condition of the pitcher the batter was facing. Therefore, it can be expected that players, coaching staff, and the front desk can use them in the game through conditions outside the game. In addition, it is expected that it will be a more useful analysis model by analyzing the records of pitching, base running, and defense as well as subsequent batting records.

A Study on the Modified N-value by the Comparison Plate Load Test with Calculated Settlement (평판재하시험과 이론적 침하량 예측식의 비교를 통한 N치 보정방법 검토)

  • Ahn, Chang-Yoon;Kim, Won-Cheul;Hwang, Young-Cheol;Nam, Hyun-Woo
    • Journal of the Korean GEO-environmental Society
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    • v.6 no.3
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    • pp.25-34
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    • 2005
  • The governing design point of shallow foundation is not its bearing capacity but its settlemen and N-value by the SPT is one of the key parameters for settlement estimation. However, if the N-value is more than 50/30, such as 50/10 or 50/20, the N-vlaues are not blow count of 30cm depth penetration. In these cases, the estimated settlements have big difference with the measured values because the applied maximum N value for the settlement estimation is 50. Therefore, in this study, the modified method for N-value estimation is suggested. The settlements by four methods, which are based on Elastic Theory with application of modified N-value, are compared with the Origina Plate Load Test data. The same comparision was carried out with another seven Empirical Methods. The result of this study showed that the error range of settlement is decreased from 260.4~2136.5% to 20.3~272.7%. Among four methods which are based on Elastic Theory, the original method by Elastic Theory is the most accurate with the application of modified N-value. Among Empirical Methods, Terzaghi-Peck's(1948, 1967) modified method 1 is the most accurate with the application of modified N-value. The differences between the original method by Elastic Theory and Terzaghi-Peck's(1948, 1967) modified method 1 are neglectable.

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Competency Assessment of Korean Construction Firms on International Plant Projects (국내 기업의 경쟁력 및 업무역량 분석 - 해외 플랜트 사업을 중심으로 -)

  • Jang, Hyoun-Seung;Lee, Bok-Nam;Choi, Seok-In;Koo, Bon-Sang
    • Korean Journal of Construction Engineering and Management
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    • v.9 no.4
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    • pp.173-181
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    • 2008
  • Last decade, Korea's export scale has resulted in remarkably increasing tendency, and the Korean construction firms(KCFs)' activities on the global markets also have been revitalized. Therefore, this paper analyze a correlation between changes in the oversee market conditions and firms' competitiveness focused on plant business. The aim of this paper is to analyze the internal competency change of the KCFs on the global markets in the past 5 years and to find gap of internal competencies between KCFs and outstanding foreign firms. From a survey analysis this paper found that the external impacts on the global markets(changes of exchange rates, raw materials prices, supply-demand conditions, etc.) have highly influenced the sales amount of the KCFs. But the impacts to change the operating profit have been analyzed as not important. So it is necessary to reinforce the KCF's internal competencies rater than expecting an improvement of the external conditions. Also, the KCFs should strengthen the design engineering as a core competency.

The Installation of Royal Kilns in Joseon Dynasty and Its Impact on Local Kilns (음각운문청자의 제작현황으로 본 조선시대 관요의 설치와 지방 가마)

  • Oh, Young-In
    • Korean Journal of Heritage: History & Science
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    • v.50 no.4
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    • pp.38-63
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    • 2017
  • This study sets out to investigate the installation of royal kilns and its impact on local kilns, taking note of celadon vase with inlaid cloud pattern in Joseon Dynasty. For that purpose, it determined the kilns and period to produce celadon vases with inlaid cloud pattern, and compared them with the pattern, design, and deformity of the celadon vases produced in the royal kilns in the 15th centuries. The celadon vase with inlaid cloud pattern was superior in quality than the porcelain for tribute ware manufactured together in Jeolla Province before the installation of royal kilns. And then a majority of sagijangs at local kiln had difficult time securing enough supply of manpower and resources, and discontinued manufacturing the celadon vase with inlaid cloud pattern. En revanche, celadon vases with inlaid cloud pattern produced from specially fixed royal kilns reflected the local sagijang's skill. Local kilns were strongly influenced by the installation of royal kilns. Those could not freely use high-quality white clay, limited to the market. Besides, most of the skillful sagijangs were assigned to royal kilns. Celadon vases with inlaid cloud pattern can be used as evidence to show that the manufacturing technique was transferred from local kilns to the royal kilns as well as to show that their production in royal kilns soon became stabilized.

Capitalist Welfare Regime in US Military Government, 1945-1948 (미군정하 한국 복지체제, 1945~8: 좌절된 혁명과 대역전)

  • Yoon, Hong Sik
    • 한국사회정책
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    • v.24 no.2
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    • pp.181-215
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    • 2017
  • The study found that the origins of modern Korean welfare regime are closely related to the political and economic order of the U.S. military rule between 1945 and 1948. The creation of developmental state in 1960s and 1970s can not be imagined from the standpoint of the U.S. military rule. The U.S. military government dismantled the labor movement and the farmers' movement, and dealt a devastating blow to leftist political forces. Through this process, the U.S. military government turned the political landscape of the Republic of Korea, which was dominated by left-wing political forces in August 1945, completely transformed into the political landscape dominated by right-wing political forces. Moreover, it would not have been possible without the physical force of the US military government to transplant American capitalism instead of the social (democratic) state that the majority of the Korean people wanted. Through farmland reform, the traditional landowning classes were broken down, the revolutionary farmers turned into conservative peasants, and the distribution of factories owned by the Japanese led to the birth of a new capitalist class that was subordinated to the state. From the viewpoint of the welfare regime, the most significant meaning of the US military government is that it laid the foundations for the developmental state in the 1960s and 1970s in Korea.

A Study on the Engineering Behaviour of Prebored and Precast Steel Pipe Piles from Full-Scale Field Tests and Finite Element Analysis (실규모 현장시험 및 유한요소해석을 통한 강관매입말뚝의 공학적 거동에 대한 연구)

  • Kim, Jeong-Sub;Jung, Gyoung-Ja;Jeong, Sang-Seom;Jeon, Young-Jin;Lee, Cheol-Ju
    • Journal of the Korean GEO-environmental Society
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    • v.19 no.4
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    • pp.5-16
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    • 2018
  • In the current study, the engineering behaviour of prebored and precast steel pipe piles was examined from a series of full-scale field measurements by conducting static pile load tests, dynamic pile load tests (EOID and restrike tests) and Class-A and Class-C1 type numerical analysis. The study includes the pile load - settlement relations, allowable pile capacity and shear stress transfer mechanism. Compared to the allowable pile capacity obtained from the static pile load tests, the dynamic pile load tests and the numerical simulation showed surprisingly large variations. Overall among these the restrike tests displayed the best results, however the reliability of the predictions from the numerical analysis was lower than those estimated from the dynamic pile load tests. The allowable pile capacity obtained from the EOID tests and the restrike tests indicated 20.0%-181.0% (avg: 69.3%) and 48.2%-181.1% (avg: 92.1%) of the corresponding measured values from the static pile loading tests, respectively. Furthermore, the computed results from the Class-A type analysis showed the largest scatters (37.1%-210.5%, avg: 121.2%). In the EOID tests, a majority of the external load were carried by the end bearing pile capacity, however, similar skin friction and end bearing capacity in magnitude were mobilised in the restrike tests. The measured end bearing pile capacity from the restrike tests were smaller than was measured from the EOID tests. The present study has revealed that if the impact energy is not sufficient in a restrike test, the end bearing pile capacity most likely will be underestimated. The shear stresses computed from the numerical analysis deviated substantially from the measured pile force distributions. It can be concluded that the engineering behaviour of the pile is heavily affected if a slime layer exists near the pile tip, and that the smaller the stiffness of the slime and the thicker the slime, the greater the settlement of the pile.

A Study on the Behaviour of Prebored and Precast Steel Pipe Piles from Full-Scale Field Tests and Class-A and C1 Type Numerical Analyses (현장시험과 Class-A 및 C1 type 수치해석을 통한 강관매입말뚝의 거동에 대한 연구)

  • Kim, Sung-Hee;Jung, Gyoung-Ja;Jeong, Sang-Seom;Jeon, Young-Jin;Kim, Jeong-Sub;Lee, Cheol-Ju
    • Journal of the Korean GEO-environmental Society
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    • v.18 no.7
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    • pp.37-47
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    • 2017
  • In this study, a series of full-scale field tests on prebored and precast steel pipe piles and the corresponding numerical analysis have been conducted in order to study the characteristics of pile load-settlement relations and shear stress transfer at the pile-soil interface. Dynamic pile load tests (EOID and restrike) have been performed on the piles and the estimated design pile loads from EOID and restrike tests were analysed. Class-A type numerical analyses conducted prior to the pile loading tests were 56~105%, 65~121% and 38~142% respectively of those obtained from static load tests. In addition, design loads estimated from the restrike tests indicate increases of 12~60% compared to those estimated in the EOID tests. The EOID tests show large end bearing capacity while the restrike tests demonstrate increased skin friction. When impact energy is insufficient during the restrike tests, the end bearing capacity may be underestimated. It has been found that total pile capacity would be reasonably estimated if skin friction from the restrike tests and end bearing capacity from the EOID are combined. The load-settlement relation measured from the static pile load tests and estimated from the numerical modelling is in general agreement until yielding occurs, after which results from the numerical analyses substantially deviated away from those obtained from the static load tests. The measured pile behaviour from the static load tests shows somewhat similar behaviour of perfectly-elastic plastic materials after yielding with a small increase in the pile load, while the numerical analyses demonstrates a gradual increase in the pile load associated with strain hardening approaching ultimate pile load. It has been discussed that the load-settlement relation mainly depends upon the stiffness of the ground, whilst the shear transfer mechanism depends on shear strength parameters.

Development of the Rubber Removal Primer to Reduce Pavement Damage for Removal of Rubber Deposits in Runways (활주로 고무 퇴적물 제거를 위한 포장 파손 저감형 사전처리제 개발 연구)

  • Kim, Young-Ung;You, Kwang-Ho;Cho, Nam-Hyun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.36 no.4
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    • pp.695-704
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    • 2016
  • Rubber deposited during aircraft landing is known as the main cause of reducing surface friction force on wet surfaces. Thus, rubber deposits are removed at regular intervals for sae airplane landing. The high-pressure waterblast method, widely used for the removal of rubber deposits, is regarded as the main cause for the loss of surface material because in this method, water hits the surface directly at a high pressure. In this study, a rubber removal primer is developed to reduce surface damage by lowering the pressure of waterblast relatively during the removal of rubber deposits such that the deposits are removed efficiently even with a lower water pressure. To achieve this, basic materials appropriate for the primer were selected and their performance, penetration rate, and site applicability were evaluated. Based on the evaluations, the proportion of additive required for improving the performance of the basic materials was first determined. Then, the optimum mix ratio was derived through the evaluation of the effect on pavements, and the development of the rubber removal primer was completed.

(The Design and Development of a Web Based Information System for Effective Military Material Supply Chains) (효율적인 국방물자 보급체인을 위한 웹 기반 정보체계의 설계 및 구현)

  • Woo, Hoon-Shik;Lee, Bong-Ho;Park, Jung-Kap
    • Journal of the military operations research society of Korea
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    • v.35 no.1
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    • pp.83-93
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    • 2009
  • The future warfare is known as an effective centric paralysis warfare where military high technologies such as pinpoint strikes are applied. In this future warfare, for supporting military operation leadership and power of concentration in the combat, a new concept of logistic support is required and the focused logistic is proposed as an alternative. To implement this focused logistic, asset visibility should be assumed for every combat units in real time. However, current logistic information systems provide only limited information. In this study, a prototype information system for class 2 and 4 supplies is proposed for overcome limitations of current information system. The developed prototype zooms in on combat units providing business process integrations and logistic function synchronization. Also, asset visibility, the essential element of focused logistics, is presented and utilized to show the speedy and effective logistic support.

Changes in the Toxicity of Paralytic Shellfish Posion during Storage of Canned Blue Mussel (Mytilus Edulis) and Oyster (Crassostrea Gigas) (진주담치와 굴 통조림의 저장기간에 따른 마비성 패류독의변화)

  • 김영만
    • Journal of Food Hygiene and Safety
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    • v.14 no.3
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    • pp.265-269
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    • 1999
  • Paralytic shellfish poison threatens public health most seriously from April to early May every year and gives adverse effects on export of these products. Major shellfish products exported were canned oyster, Crassostrea gigas and blue mussel, Mytilus edulis. Toxicities of canned shellfishes with toxin of low levels were mostly inactivated during the processing; in contrast, residual toxicity was of great concern with canned products from highly toxic shellfishes. This study was to provide basic data to establish food safety measure by evaluating the changes of toxicity during 2 year storage of canned products with toxic blue mussel and oyster. Any significant difference was not observed between two samples. Boiled can and smoked can showed inactivation of toxicity to some extent, whereas acidified can did not show reduction of toxicity even after 2 year storage. In case the initial toxicity of shellfish was high long term storage could not inactivate the toxicity of the canned product.

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