• Proceedings of the Computational Structural Engineering Institute Conference
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• 1995.04a
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• pp.88-96
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• 1995

Seismic design provisions in Korea has developed based on seismic provisions in United States (e.g., ATC 3-06). Current seismic design provisions in U .S. is moving toward adopting enhanced concept for design. Federal Emergence Management Agency (FEMA) Provides the NEHRP recommended Provisions for the Development of Seismic Regulations for New Buildings which can be used as a source document for use by any interested members of the building community. Current seismic design provisions in U .S. generally use a uni-level force. These provisions can not be satisfied if the limit state design is concerned. Limit state can be defined as a state causing undesirable performance o( a structure (e .g., serviceability, ultimate, buckling, etc.). Even if there are provision for controlling drift by two levels, it is still difficult to satisfy limit states using uni-level force. Architectural Institute of Japan (AIJ) uses a hi-level forces Int seismic loadings which can satisfy serviceability and ultimate limit state. However, the seismic parameters used in AIJ guideline are basically determined by subjective manner of code committee member and professions. These parameters need to be determined based on target quantities (target reliability, target energy dissipation, target displacement, target stress level, etc.). This study develops the method to determine the sesmic design parameters based on a certain taget level. Reliability is used as a target level and load factors in ANSI/ASCE 7-88 are selected as design parameters to be determined.

• Korean Journal of Human Ecology
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• v.20 no.1
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• pp.225-241
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• 2011

The purposes of this study were to determine the actual state of the indoor environment, and to analyze the relationship between the architectural or living factors and indoor physical elements in the elderly hall at apartment complexes during winter. The field surveys consisted of measurements of the physical elements, observations of living factors, and interviews with users. The field surveys were carried out at 5 halls in February 2009. The measured elements were air temperature, relative humidity, $CO_2$, CO, PM10, TVOC, HCHO, and illumination. The results showed that the averages of indoor temperature for the hall was between $22.7{\sim}25.1^{\circ}C$, relative humidity was 22.0~48.2%, $CO_2$ level was 892.4~2066.7ppm, CO level were 0~0.4ppm, PM10 level were $22.3{\sim}31.4{\mu}g/m^3$, HCHO level was 0.00~0.24ppm, and illumination level was 94~391.6lux. TVOC level was detected at 0.00~0.54ppm in only one hall. The average clothing amount of the users was 1.18clo and activity was 0.7~1.6met. It was evaluated to be a comfortable state at indoor temperature, CO level, PM10 level, and TVOC level, but an uncomfortable state at relative humidity, $CO_2$ level, HCHO level, and illumination level. The main reason seemed to be lack of ventilation.

• Proceedings of the KIPE Conference
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• 2016.07a
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• pp.343-344
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• 2016

This paper is presents a design of high voltage level rectifier converter in SST(Solid state transformer). Also verify the converter through simulation and experiment.

• Journal of Korean Institute of Industrial Engineers
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• v.28 no.3
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• pp.283-290
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• 2002

Two-level fractional factorial designs are widely used when many factors are considered. When two-level fractional factorial designs are used, some effects are confounded with each other. To break the confounding between effects, we can use fractional factorial designs, called fold-over designs, in which certain signs in the design generators are switched. In this paper, optimal fold-over designs with four-level quantitative and two-level factors are presented for (1) the initial designs without curvature effect and (2) those with curvature effect. Optimal fold-over design tables are provided for 8-run, 16-run, and 32-run experiments.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.9 no.1
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• pp.33-40
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• 1989

In the design of reinforced concrete framed structures, which consist of various design variables, the objective and the constraint functions are formulated in complicated forms. Usually iterative methods have been used to optimize the design variables. In this paper, multilevel formulation is adopted, and design variables are selected in reduced numbers at each level, to reduce the iterative cycle and to accelerate the convergence rate. At level 1, elastic analysis is performed to get the upper and lower bounds of the redistributed design moments due to inelastic behavior of the frame. Then the design moments are taken as design variables and optimized at level 2, and the sizing variables are optimized at level 3. The optimization of redistributed moments is performed using the design sensitivity obtained at the level 2, and force approximation technique is used to reflect the variation of design variables in the lower level to the upper level. The design variables are selected in reduced numbers at each level, and the optimization formulation is simplified effectively. A cost function is taken as the objective function, and the constraints of the stress of the structures are derived from BSI CP 110 following limit state theory. Numerical examples are included to prove the effectiveness of the developed algorithm.

• Magazine of the Korean Society of Agricultural Engineers
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• v.14 no.3
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• pp.2716-2725
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• 1972

Side channel spillways based on Hinds theory were tested. Surface water level at the beginning point of side channel is the same as the crest level of weir in the usual design. Here, side channel section were moved upwards $\frac{1}{2}$ of the total head on the crest and test(revised experiment) were made. In the revised experiments, coefficients of discharge for design flood (Q) were the same with that of original design experiments. In case of 1.2Q a little influence of submergence were appeared, coefficients of discharge were decreased to be about 97.6% of that of original design experiments, therefore, Reservoir flood water level become higher about 2-3cm than original case. So revised design can be used for actual purpose and it will brings much savings in construction cost of side channel spillway.

• Journal of Korean Home Economics Education Association
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• v.14 no.2
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• pp.15-25
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• 2002

The Purpose of this study were to identify school uniform satiafaction factors and to compare Parents. teachers. and students' middle and high school uniform satisfaction. Respondents were middle and high school parents. teachers. and students in Chonbuk province and data was collected during March, 2002. Frequencies. percentages. and mean were calculated. ANOVA. Chi-square test. reliability test were done. The results were as follows : 1. The school uniform satisfaction was composed of 5 factors of symbolism. design. management and comfort. durability and economy. and fitness. The satisfaction level of symbolism was the highest. and the management and comfort was the lowest. 2. The school uniform satisfaction level was relatively low. Teacher's school uniform satisfaction level was the highest. and students' satisfaction level was the lowest. The parents' satisfaction level of management and comfort. durability and economy. and fitness were the highest. and the teachers' satisfaction level of symbolism and design were the highest. 3. The parents and teachers' satisfaction level of symbolism and students' satisfaction level of school uniform design were higher under the strict school regulation on school uniform. Parents. teachers and students who agreed to the school uniform Policy showed higher school uniform satisfaction.

• Journal of the Korean Statistical Society
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• v.34 no.3
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• pp.219-233
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• 2005

The 3-way balanced multi-level rotation design has been discussed (Park Kim and Kim, 2003), where the 3-way balancing is done on interview time, in monthly sample and rotation group and recall time. A greater advantage of 3-way balanced design is accomplished by an estimator. To obtain the advantage, we generalized previous generalized composite estimator (GCE). We call this as l-step GCE. The variance of the l-step GCE's of various characteristics of interest are presented. Also, we provide the coefficients which minimize the variance of the l-step GCE. Minimizing a weighted sum of variances of all concerned estimators of interest, we drive one set of the compromise coefficient of l-step GCE's to preserve additivity of estimates.

• The Transactions of the Korean Institute of Power Electronics
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• v.6 no.1
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• pp.107-113
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• 2001

This paper describes dynamic performance analysis of a STATCOM based on 3-level inverter. Major attention is focused on the controller design for 3-level inverter, including regulator design for voltage sharing across the dc link capacitors. A detailed simulation model was developed with Matlab and a scaled hardware model was built and tested to verify the proposed approach. Both simulation and experimental results confirm that the developed controller can regulate the reactive power. The developed controller could be effectively applied to the actual hardware system for STATCOM.

• Proceedings of the Korean Society of Computer Information Conference
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• 2019.07a
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• pp.307-308
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• 2019

매치3 퍼즐 게임은 모바일 게임에서 많이 출시되고 있으며 많은 사람들이 즐기고 있는 장르이다. 또한 유사한 규칙과 형태를 가진 게임들이 지속적으로 출시 예정에 있다. 본 논문에서는 매치3 퍼즐 게임이 많은 레벨로 구성되어 있는 점에 비추어 매치3 퍼즐 게임의 레벨을 설계하는 방법에 대해서 후속 연구의 방향성을 제시한다.