• KSCE Journal of Civil and Environmental Engineering Research
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• v.12 no.4
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• pp.167-177
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• 1992

This study analyses theoretically the bearing capacity of shallow foundation, considering the effect of roughness of base. The new bearing capacity factors based on the concept of limit equlibrium are succesfully derived. The simplified formula corresponding to the newly derived expressions are developed as well. The results of the present study are comparable to the conventional theories i.e., Terzaghi's, Meyerhofs, Vesic's and Yamaguchi's. In conclusion it is recommended that the upper limit of friction angle of soil be ${\varphi}=40^{\circ}$, and the angle of base friction be adquetely used with various ranges of ${\varphi}$ for safe designs and constructions.

• Journal of Korea Society of Industrial Information Systems
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• v.23 no.5
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• pp.43-59
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• 2018

The first purpose of this study is to find out whether internal support factors such as evaluation system, education support program, and human resources of universities are factors that influencing the motivation of technology transfer and commercialization among those engaged in technology transfer and commercialization activities. Second, verified the regulation effect of social support from the cause-and-effect relationship between motivation of technology transfer commercialization and the said internal factors. In order to analyze the above research, a questionnaire survey was conducted for the professors and employees engaged in the technology transfer and commercialization organization of 40 universities in Korea. A total of 160 surveys were distributed, of which 145 were collected. The results of analysis using SPSS Statistics 22.0 are as follows. First, all internal factors of university such as evaluation system, education support program, and human resources have significant influence on the motivation for technology transfer and commercialization. Second, as a result of analyzing the regulation effect of the social support in relation to the internal factor of the university and the motivation of technology transfer and commercialization, the quasi regulation effect can be founded in between evaluation system and motivation of technology transfer and commercialization. However, there is no regulation effect of social support between the education support program, human resources and motivation for technology transfer and commercialization. Based on the results of this study, suggestions can be founded for establishing a support policy for those who are engaged in technology transfer and commercialization in universities.

• Proceedings of the Korean Information Science Society Conference
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• 2002.10d
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• pp.277-279
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• 2002

웹 로그 기반의 웹 사용 마이닝은 명시적 평가 의존, 확장성 결여, 그리고 다차원 및 희박한 데이터에 성능이 떨어지는 협력적 여과의 문제를 다소 해결할 수 있다. 그러나 k-Means 군집화 방법으로 생성된 군집속 유사 사용자 이동 패턴으로는 클러스터속 사용자 전체의 선호도를 표현할 수 없으므로 사용자 이동 패턴인 트랜잭션들로부터 사용 프로파일을 유도해야 한다. 본 논문에서는 유사 군집 사용자들의 관심과 기호를 표현할 수 있도록 클러스터 내부 데이타로부터 평균 가중치 및 빈발 지지도 임계값을 사용하여 개선된 사용 프로파일을 생성하고 실험 데이터를 통한 예측력과 추천에 대한 성능을 평가한다.

• Annual Conference on Human and Language Technology
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• 1995.10a
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• pp.228-232
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• 1995

음절과 글자의 내부구조에 대한 언어학적 심리학적 논의들을 개관하였다. 영어의 음절구조에 대한 연구들은 초두자음/각운 구조를 지지하고 있다. 한편 한국어의 음절과 글자의 내부구조에 대한 최근의 연구는 영어에서 얻어진 결과들과 다른 결과를 얻고 있다. 자모대체 과제를 사용한 이 연구에 의하면, 글자유형에 관계없이 종성자모의 대체시간이 초성자모의 대체시간보다 짧았다. 이러한 결과는 음절에 대응하는 글자의 내부구조로서 초중성자모/종성자모 구조를 지지하고 있다. 선행연구 결과들을 바탕으로 음운단위와 표기단위의 상동성, 그리고 언어특유적 음절구조의 가능성에 대해서 논의하였다.

• Journal of the Korean Geotechnical Society
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• v.21 no.2
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• pp.85-91
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• 2005

This paper investigates P-S (load-settlement) relationship for the end-bearing Pile in granular material using the CRISP FE Program with the laboratory 2D model pile load test. In order to simulate the effect of end-bearing pile problem in the FEA, the author adopts several forms of slip element around the pile length and the pile tip. Through this study it was found that e degree of non-associated Plastic flow rule incoporated into the Mohr-Coulomb model for the end-bearing pile with the slip elements was a dominant factor in terms of numerical solution convergence. In contrast, the roller boundary used along the pile shaft showed a smooth convergence with respect to the degree of non-associated plastic flow rule.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.21 no.3
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• pp.89-95
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• 2020

This study is a descriptive research to investigate the effects of nurses' internal orientation, social support and job orientation on turnover intention. The subjects were two university hospital nurses in D metropolitan city who agreed to participate in the study. Data collection was conducted from October 2, 2018 to March 20, 2019. The data were analyzed using SPSS 22.0 program, frequency and percentage, mean and standard deviation, correlation analysis, t-test, ANOVA, Pearson's correlation, and multiple regression. The study results were 3.04 ± .62 points for internal orientation policy, 3.08 ± .55 points for social support, 3.81 ± .59 points for peers, 3.67 ± .60 points for family members, and 2.98 ± 0.43 points for job placement and intention to turnover. The degree of turnover decreased with higher internal orientation, social support and job orientation. An examination of the general characteristics of the factors affecting turnover intention showed significant results with clinical experience and working department. The higher the clinical experience, the higher the turnover intention, and the department of work showed the higher turnover intention in the order of surgical ward, medical ward, ICU, and OR. These results show the need to actively develop and educate programs to improve nurses' intention to turnover, as well as internal hospital-oriented policies, social support, and job placement.

• Journal of the Korean Geosynthetics Society
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• v.8 no.1
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• pp.33-40
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• 2009

The laboratory tests and field plate load test were carried out to evaluate the reinforcement effect of geocell for road construction. The geocell-reinforced subgrade shows the increment of cohesion and friction angle with comparison of non-reinforced subgrade. In addition, the field plate load test was performed on the geocell-reinforced subgrade to estimate the bearing capacity of soil. The direct shear test was conducted with utilizing a large-scale shear box to evaluate the internal soil friction angle with geocell reinforcement. The number of cells in the geocell system is varied to investigate the effect of soil reinforcement. The theoretical bearing capacity of subgrade soil with and without geocell reinforcement was estimated by using the soil internal friction angle. The field plate load tests were also conducted to estimate the bearing capacity with geocell reinforcement. It is found out that the bearing capacity of geocell-reinforced subgrade gives 2 times higher value than that of unreinforced subgrade soil. The settlement and the distribution of deformation were also estimated by using the finite element method. The magnitude of settlements on the geocell-reinforced subgrade and unreinforced subgrade are 6.8cm and 1.2cm, respectively.

• Transactions of the Korean Society for Noise and Vibration Engineering
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• v.14 no.3
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• pp.244-252
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• 2004

The theoretical method is developed to investigate the vibration characteristics for the partially fluid-filled continuous cylindrical shells with the intermediate supports. The intermediate supports are simulated by two types of artificial springs : the translational spring for the translation for each direction and the rotational spring for a rotation. The springs are continuously distributed along the circumferential direction. By allowing the spring stiffness to become very high compared to the stiffness of the structure, the rigid intermediate supports are approximated. In the theoretical procedure, the Love's thin shell theory is adopted to formulate the theoretical model. The frequency equation of the continuous cylindrical shell is derived by the Rayleigh-Ritz approach based on the energy method. Comparison and convergence studies are carried out to verify and establish the appropriate number of series term and the artificial spring stiffness to produce results with an acceptable order of accuracy. The effect of intermediate supports, their positions and fluid level on the natural frequencies and mode shapes are studied.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.10 no.6
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• pp.1353-1360
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• 2009

This study examines the effects of internal control system and Analysis of characteristics and Earning management in Vulnerable Cooperation. During research period 2005${\sim}$2007, Purpose of this study is to examines whether financial characteristics has exist or not. Second, Earning management also. As a result of analysis are as follows, First T-test and logistic regression has found explanatory with stastical significance about CURRENT, RNPS, and DEPT. Second, DA of Vulnerable Cooperation is significantly higher than Normal cooperation.

• 대한치과보철학회:학술대회논문집
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• 2002.11a
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• pp.94-94
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• 2002