• 한국지반공학회지:지반
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• 제8권4호
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• pp.81-98
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• 1992

고층건물이나 지하철등의 건설시 지하굴착을 깊게 실시하므로서 지하공간의 활용도를 증대시킬 수 있다. 이 경우 지하를 연직으로 굴착하기 위하여는 흙막이벽과 지지구조를 안전하게 설계 시공하여야 한다. 최근에는 지하굴착시 지하작업공간확보등의 이점 때문에 흙막이벽지지 구조로 앵가를 만이 사용하는 경향이 있다. 본 논문에서는 사질토지반의 지하굴착을 실시한 8개 감각현장에서 굴착을 위한 흙막이벽을 지지하기 위하여 사용된 앵카에 하중계를 부착하여 앵카의 축력을 측정하였다. 측정된 앵카축력으로부터 환산된 측방토압은 흙락이벽체의 강성에 관계없이 지표면으로 탁터 굴착깊이의 30%에 해당되는 깊이까지는 선형적으로 증가하다가 그 깊이 아래부터는 일정분포를 보이는 사다지꼴모양의 분포를 보였다. 이 일정토압 분포부분의 토압은 평균적으로 최종굴착 깊이에서의 Rankine 주동토압의 63%에 해당하거나 쳔직상개입의 17점에 해당하였다. 이 연구 결과 사질토지반의 앵카지지 흙막이벽의 앵카축력설계에 적용하기 위한 측방토압으로는 Terzaghi-Peck이나 Tschebotarioff의 경험적분포를 다소 수정하여 적용할 수 있음을 알았다.

• 한국정보통신학회논문지
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• 제8권4호
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• pp.846-853
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• 2004

본 논문에서는 Communication networking 개선을 위한 트래픽분산 시스템구현을 위한 2개의 패키지（패킷 캡춰와 라운드로빈 테스트 패키지）를 구현하였으며, 이러한 구현 패키지 S/W에 의해 본 연구실험의 가상연결구조(데이터 생성기, 가상서버, 서버1,2,3) 에서 발생하는 패킷의 량을 측정하였다. 즉, 각 서버1,2,3에 트래픽 분산여부를 파악할 수 있었으며, 구현된 트래픽 분산 시스템의 기능으로는 데이터의 수신량, 패킷량 표현, 패킷량 그래프 표현, 라운드 로빈 테스트, 시스템 모니터링기능이 있다. 본 구현시스템을 통한 실험결과, 들어오는 데이터의 크기가 많이 차이나지 않는 이상 라운드 로빈 알고리즘은 확실한 형태의 트래픽 분산을 가능하게 해주었다. 그리고 일부분에서 오차가 심한경우도 있지만 횟수를 거듭하고 테스트가 장기화 될수록 오차는 현저히 줄어들었다.

• 대한전기학회논문지:전력기술부문A
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• 제48권8호
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• pp.932-940
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• 1999

This paper discusses the development of an interactive and graphic software for the education and training of power system operation and control, especially for students and beginners. This software has a lot of functions for users to simulate the power system operation and control with ease. These functions included in this software are followings. First, this software includes a Graphic User Interface (GUI) - which contains interactive simulation scheme, Windows dialog box, graphic representations, and graphic icons - so that users can handle the software in user-friendly environments. Second, it uses a graphic editor so that users can easily edit the one-line diagram of the power system. Third, it prepares a database system so that users can manage the power system data for simulation easily. Fourth, the application modules included in the software are the Economic Dispatch (ED) and the Automatic Load-Frequency Control (ALFC). These application modules are designed as independent modules. Using the ED module, users can understand the basic concepts of the ED with ease. And using the ALFC module, they can easily acquire the basic understanding of the response of the ALFC between the two-area systems. The proposed software is tested on both the 16 bus and the two-area sample system. The test has confirmed the functions of the developed software. It is anticipated that the software will be useful for the education and training of power system operation and control for the power engineering study at university or for the training of the beginner at power industry.

• 대한기계학회논문집A
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• 제20권4호
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• pp.1263-1274
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• 1996

In this paper, as elastic-plastic fracture toughness test under mixed mode loading was proposed using a single edge-cracked specimen subjected to bending moment(M), shearing force(F), and twisting moment(T). The J-integral of a crack in the specimen is expressed in the form J=$J_I$+ $J_II$$J_III$, where $J_I$, $J_II$ and $J_III$ are the components of mode I, mode II and mode III deformation, respectively. $J_I$, $J_II$ and $J_III$ can be estimated from M-$\theta$ ($\theta$;crack opening angle), F-U(U; crack shear displacement) and T-$\alpha$ ($\alpha$;crack twisting angle). In order to obtain the the M<-TEX>$\theta$, F-U and T-$\alpha$ diagram inreal time, a new deformaiton gage for mixed mode loading was proposed using the optical position sensing device(PSD). The elastic-plastic fracture toughness test was carried out with an aluminum alloy. The loading apparatus was designed and manufactured for this experiment. For the loading condition of the crack initatio in the mixed mode, the MMT -3(mode I+ mode II+ mode III) has the lowest values out of the all specimens. This implies that MMT-3 is possible of the crackinitation at lower load, if the specimen acts on together with the torque under the same loading condition. An elastic-plastic fracture toughness test using the PSD brings a successful experimentation in measuring the crack deformation(mode I+ mode II+ mode III).

• 자원리싸이클링
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• 제9권6호
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• pp.23-30
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• 2000

현재 용도 폐기된 플라스틱의 대부분은 소각 또는 매립 처리되고 있기 때문에 사회적 문제가 되고 있다. 폐플라스틱을 효과적으로 재활용하기 위한 방법론의 하나로서, 고로공정에서의 연료화 기술이 개발되어 유럽 및 일본의 선진 제철소에서는 실용화 단계에 이르고 있다. 본 연구에서는 포항제철 주물선고로 풍구 4본을 대상으로 2종류의 폐플라스틱 130 ton을 연속적으로 시험취입조업을 하였다. 취입비 13.8kg/thm까지의 코크스 치환율은 0.98kg-coke/kg-plastic으로 평가되었으며, 폐플라스틱의 종류에 따른 영향은 나타나지 않았다. 폐플라스틱의 취입량이 증가할 수록 송풍압은 증가하였으며, 고로내 통기성도 악화되어 노체 하부의 열부하가 증대하는 경향을 나타냈다. 또한 폐플라스틱 취입량이 증대될수록 노정가스 이용율과 shaft효율이 감소하는 것으로 해석할 수 있었다.

• 대한간호학회지
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• 제49권5호
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• pp.631-642
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• 2019

Purpose: This study aimed to predict the influencing factors and the consequences of near miss in nurses' medication error based upon Salazar & Primomo's ecological system theory. Methods: A convenience sample of 198 nurses was recruited for the cross-sectional survey design. Data were collected from July to September 2016. Using the collected data, the developed model was verified by structural equation modeling analysis using SPSS and AMOS program. Results: For the fitness of the hypothetical model, the results showed that $x^2$ ($x^2=258.50$, p<.001) was not fit, but standardized $x^2$ ($x^2/df=2.35$) was a good fit for this model. Additionally, absolute fit index RMR=.06, RMSEA=.08, GFI=.86, AGFI=.81 reached the recommended level, but the Incremental fit index TLI=.82, CFI=.85 was not enough to reach to the recommended level. With the path diagram of the hypothetical model, caution (${\beta}=-.29$ p<.001), patient safety culture (${\beta}=-.20$, p=.041), and work load (${\beta}=.18$, p=.037) had a significant effect on the near miss experiences in nurses' medication error, while fatigue (${\beta}=-.06$, p=.575) did not affect it. Moreover, the near miss experience had a significant effect on work productivity (${\beta}=-.25$, p=.001). Conclusion: These results have shown that to decrease the near miss experience by nurses and increase their work productivity in hospital environments would require both personal and organizational effort.

• Structural Engineering and Mechanics
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• 제85권5호
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• pp.679-691
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• 2023

Many codes allow designers to use the bending moment diagram computed by elastic analysis and modify it by a certain amount of moment redistribution (MR) to account for plastic behaviour of continuous beams. However, several researchers indicated that the MR at the ultimate limit state (𝛽_u) for some beams deviate significantly from the specified values of various codes. This paper examines the applicability of the provisions on 𝛽_u in ACI 318-19 and Eurocode 2 through numerical investigations and comprehensively explores the influencing factors. The results show that some parameters not considered in those codes influence 𝛽_u to a certain extent, where the ratio of tensile reinforcement ratio at intermediate support to tensile reinforcement ratio at midspan (𝜌_s1/𝜌_s2) and load type are crucial parameters to consider. The specific combination of these two parameters may make the codes overestimate or significantly underestimate the 𝛽_u. On the other hand, the yield state of both critical sections is found to have an important influence on the influence degree of each parameter on 𝛽_u. The yield conditions are investigated, and an empirical judgment equation is proposed. In addition, the influence laws of the critical parameters on 𝛽_u have been further proved by theoretical derivation. Finally, due to 𝜀_t is found to have a better linear correlation with 𝛽_u than x_u/d, equations as a function of 𝜀_t for predicting the 𝛽_u of continuous beams under the two loads are proposed, respectively.

• Advances in concrete construction
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• 제13권 2호
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• pp.163-181
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• 2022

To study the mechanical properties of steel reinforced recycled concrete (SRRC) filled circular steel tube columns under eccentric compression loads, this study presents a finite element model which can simulate the eccentrically compressed columns using ABAQUS software. The analytical model was established by selecting the reasonable nonlinear analysis theory and the constitutive relationship of materials in the columns. The influences of design parameters on the eccentric compressive performance of columns were also considered in detail, such as the diameter-thickness ratio of circular steel tube, replacement percentage of recycled coarse aggregate (RCA), slenderness ratio, eccentricity, recycled aggregate concrete (RAC) strength and steel strength and so on. The deformation diagram, stress nephogram and load-displacement curves of the eccentrically compressed columns were obtained and compared with the test results of specimens. The results show that although there is a certain error between the calculation results and the test results, the error is small, which shows the rationality on the numerical model of eccentrically compressed columns. The failure of the columns is mainly due to the symmetrical bending of the columns towards the middle compression zone, which is a typical compression bending failure. The eccentric bearing capacity and deformation capacity of columns increase with the increase of the strength of steel tube and profile steel respectively. Compared with profile steel, the strength of steel tube has a greater influence on the eccentric compressive performance of columns. Improving the strength of RAC is beneficial to the eccentric bearing capacity of columns. In addition, the eccentric bearing capacity and deformation capacity of columns decrease with the increase of replacement percentage of RCA. The section form of profile steel has little influence on the eccentric compression performance of columns. On this basis, the calculation formulas on the nominal eccentric bearing capacity of columns were also put forward and the results calculated by the proposed formulas are in good agreement with the test values.

• Geomechanics and Engineering
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• 제31권2호
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• pp.129-147
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• 2022

The properties of soil are naturally highly variable and thus, to ensure proper safety and reliability, we need to test a large number of samples across the length and depth. In pile foundations, conducting field tests are highly expensive and the traditional empirical relations too have been proven to be poor in performance. The study proposes a state-of-art Particle Swarm Optimization (PSO) hybridized Artificial Neural Network (ANN), Extreme Learning Machine (ELM) and Adaptive Neuro Fuzzy Inference System (ANFIS); and comparative analysis of metaheuristic models (ANN-PSO, ELM-PSO, ANFIS-PSO) for prediction of bearing capacity of pile foundation trained and tested on dataset of nearly 300 dynamic pile tests from the literature. A novel ensemble model of three hybrid models is constructed to combine and enhance the predictions of the individual models effectively. The authenticity of the dataset is confirmed using descriptive statistics, correlation matrix and sensitivity analysis. Ram weight and diameter of pile are found to be most influential input parameter. The comparative analysis reveals that ANFIS-PSO is the best performing model in testing phase (R² = 0.85, RMSE = 0.01) while ELM-PSO performs best in training phase (R² = 0.88, RMSE = 0.08); while the ensemble provided overall best performance based on the rank score. The performance of ANN-PSO is least satisfactory compared to the other two models. The findings were confirmed using Taylor diagram, error matrix and uncertainty analysis. Based on the results ELM-PSO and ANFIS-PSO is proposed to be used for the prediction of bearing capacity of piles and ensemble learning method of joining the outputs of individual models should be encouraged. The study possesses the potential to assist geotechnical engineers in the design phase of civil engineering projects.

• 한국지반공학회지:지반
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• 제10권2호
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• pp.25-40
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• 1994

연약지반상에 편재하중이 작용할 경우에 지반의 소성화에 의한 측방유동과 그에 따른 안정관리에 대한 거동을 규명하기 위하여 기존의 이론적인 배경을 조사하고,모형실험에 의한 실측결과와 서로 비교 분석하여 보았다. 모형실험은 모형재하장치를 제작하고 토조안에 연약지반의 재성형시료를 채워 일정한 시간간 격으로 하중단계를 증가시켜 가면서 변형의 거동상태를 관측하였다. 실험결과 한계하중 및 극한하중은 각각 Jaky와 Meyerhof의 제안값에 접근하는 경향을 가졌 으며,측방유동압은 최대값을 z/H=0.26+1.71cu에서 산정한 깊이에 작용시키고 지표면에 최대 값의 113을 작용시킨 사변형분포에 근접하였으며, 최대값으로는 홍의 제안식이나 Tschebotarioff의 제안식의 유동압계수 ($\alpha=0.4$)를 ($\alpha=K_0$)로 대체한 간편식에서 산정할 수 있다. 또한 [(q/$y_m$)-q] 및 [$S_y-(y_m/S_y)$] 의 관계에서 구한 파괴하중은 극한하중보다 작게 나타 났으며, 특히 [$S_y(y_m/S_y)$] 관리도의 파괴기준선은 다음식에서 산정할 수 있다. $S_y.=3.15exp[-0.58(y_m/S_y)$