• 디자인학연구
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• 제17권3호
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• pp.449-460
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• 2004

최근에 스포츠유틸리티 차량이 점차 대중화되고 있다. 이것은 과거의 단순한 승용차 중심의 자동차 소비구조에서 보다 다양화 된 생활양식에 따라 보다 전문화 된 성능의 차량에 대한 수요가 늘어난 이유에서 인 것으로 보인다. 이러한 수요변화는 주 5일 근무에 의한 여가시간의 증가와 생활수준 향상에 따른 레저활동의 요구 증가 등도 원인이지만, 차량 자체의 성능향상과 차종 다양화 역시 중요한 요인으로 작용하고 있다. 자동차 발전의 역사 초기부터 다양한 유형의 다목적 차량들이 개발되고 사용되어오고 여는데, 이들은 미국의 $\ulcorner$지프$\lrcorner$에서 발전된 차량이 주류를 이루고 있다. 이 차량들은 여러 메이커들을 통해 각각의 기능적 전문성을 살린 다양한 정통적 유형과 복합개념의 차량들로 개발되고 있다. 복합개념의 차량들은 전반적으로 소형화를 추구하는 반면, 정통적 형태의 4륜 구동차량들은 대형화 및 고성능화 되는 양방향의 경향이 동시에 나타나고 있다. 향후에 이러한 경향은 다양한 메이커와 차종에서 확대되어 나타나게 될 것으로 예측된다.

• 한국콘텐츠학회:학술대회논문집
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• 한국콘텐츠학회 2008년도 춘계 종합학술대회 논문집
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• pp.187-190
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• 2008

예로부터 중국에서는 Red Color를 선호하여왔으며, 이는 원시적인 태양숭배에 대한 고귀함, 순결함, 정직함, 흥망성쇠, 성공, 행복, 길함(吉), 경사로움 등의 상징으로 대대로 전해 내려온 것이다. 본 논문에서는 중국역사로부터 현대에 이르기까지 중국 포스터디자인에 표현되어진 전달대상에게 중국이라는 이미지를 강하게 나타나고 중국문화라는 것을 인식하게 되는 Red Color에 대한 분석이다. 20세기 중반부터 중국포스터에 나타난 Red Color는 당시 객관적인 영향으로 정치적 의미를 지닌 컬러로 변모 하였지만 오늘날에 와서는 글로벌화의 영향으로 다시금 중국 5000년의 문화를 대표하는 컬러로 재 표현되고 있음을 알 수 있다. 날로 발전하는 중국포스터디자인에서 Red Color가 세계인의 의식에 반영됨으로써 전달대상에게 중국이라는 이미지를 전달하는 매개체로 자리 잡고 있다. 이러한 Red Color에 대한 분석을 통하여 새로운 포스터디자인의 의미를 새기고자 한다.

• Earthquakes and Structures
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• 제5권1호
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• pp.49-65
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• 2013

This article presents the statistical characteristics of elastic floor acceleration spectra that represent the peak response demand of non-structural components attached to a nonlinear supporting frame. For this purpose, a set of stiff and flexible general moment resisting frames with periods of 0.3-3.6 sec. are analyzed using forty-nine near-field strong ground motion records. Peak accelerations are derived for each single degree of freedom non-structural component, supported by the above mentioned frames, through a direct-integration time-history analysis. These accelerations are obtained by Floor Acceleration Response Spectrum (FARS) method. They are statistically analyzed in the next step to achieve a better understanding of their height-wise distributions. The factors that affect FARS values are found in the relevant state of the art. Here, they are summarized to evaluate the amplification and/or reduction of FARS values especially when the supporting structures undergo inelastic behavior. The properties of FARS values are studied in three regions: long-period, fundamental-period and short-period. Maximum elastic acceleration response of non-structural component, mounted on inelastic frames, depends on the following factors: inelasticity intensity and modal periods of supporting structure; natural period, damping ratio and location of non-structural component. The FARS values, corresponded to the modal periods of supporting structure, are strongly reduced beyond elastic domain. However, they could be amplified in the transferring period domain between the mentioned modal periods. In the next step, the amplification and/or reduction of FARS values, caused by inelastic behavior of supporting structure, are calculated. A parameter called the response acceleration reduction factor ($R_{acc}$), has been previously used for far-field earthquakes. The feasibility of extending this parameter for near-field motions is focused here, suggested repeatedly in the relevant sources. The nonlinearity of supporting structure is included in ($R_{acc}$) for better estimation of maximum non-structural component absolute acceleration demand, which is ordinarily neglected in the seismic design provisions.

• 한국의류산업학회지
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• 제23권6호
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• pp.744-757
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• 2021

This study aims to develop a bodice and a jacket in 3D of the late 19th to early 20th based on the pattern drafting book of Gordon S. S., which contains body measurement method and pattern drafting system. The findings of this research are as follows. First, female tops of the late 19th to early 20th century are categorized as outer, jacket, vest, and bodice. Of these, this study highlights the jacket, which can be divided into 4 types: 4 kinds of basic jacket, 2 kinds of riding jacket, bolero jacket, and newmarket jacket. Second, by referring to Gordon's pattern drafting system and book, a bodice was developed in 3D format based on the adherence to the following steps: analysis of the pattern drafting system, pattern drafting, 3D virtual simulation, 3D virtual fitting analysis, and the pattern correction. A bodice pattern corrected by 3D virtual clothing simulation results was proposed. Last, a basic sleeve and collar pattern for a basic jacket was drafted, which was followed by the correction and transformation of the bodice pattern. The jacket developed shows great fit except for the issues at the armhole line and shoulder, which were caused by the unique shape of the sleeves(big sleeve head) of the time. The study attempted to develop the past costumes in 3D, providing the basis for interdisciplinary research in the field of fashion history field and suggesting a new approach for the virtual restoration of costumes. Future studies should target to 3D virtual simulation in accordance to the 3D avatar pose in the developed virtual costume.

• 한국건설관리학회논문집
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• 제23권1호
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• pp.113-117
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• 2022

적층제조(AM, 일명 3D프린팅)기술은 디자인 자유도가 높고 디지털화된 기술의 특성으로 품질데이터의 예측·관리가 용이한 형태로 존재한다. 이러한 이점으로 AM기술은 다양한 산업에 적용되고 있다. 특히 건축물과 기반시설을 AM기술로 제조하는 방법이 건설 산업에 제안되고 있다. 다만, 다소 부족한 기술의 역사와 품질 및 시공 관리방법의 미비, 제조상품의 인증과 같은 문제로 인해 기술사용이 제한되고 있다. 따라서 간접적인 형태로 AM기술을 활용하여 건축 상품제조를 구현하고 있다. 특히, 거푸집을 적층 제조하고 건축 소재를 투입하여 상품으로 구현하는 방법이 확인되고 있다. 본 연구에서는 대형크기의 거푸집을 적층제조하고 건축 상품을 구현하기 위해 하이브리드 압출적층제조를 활용한다. 또한, 적층제조과정에서 생산성과 경제성을 예측할 수 있는 인자를 확인한다. 결과적으로, 건축물의 구현결과와 생산 비용과 시간을 줄이기 위한 형상설계 최적화 방법을 제안한다.

• 한국인터넷방송통신학회논문지
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• 제22권2호
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• pp.51-62
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• 2022

본 논문에서는 환자의 자세를 기반으로 행동을 예측하여, 의료진에 의해 입력된 개인의 병력 중심의 프로파일과 신체정보, 침상의 기본 정보를 모두 조합하여 침대에서의 낙상 위험을 예측하는 모델을 설계하고, 위험의 수준을 판단할 수 있는 알고리즘을 제시한다. 낙상 위험 예측은 크게 환자의 프로파일을 활용한 정성적 낙상 위험 노출도 평가와 실시간 낙상 위험 측정 단계로 구분된다. 정성적 낙상 위험 노출도는 의료진이 낙상 위험과 관련된 환자의 건강 상태를 점검하여 위험 노출도를 평가함으로써 위험 등급이 결정된다. 실시간 낙상 위험 측정 단계에서는 환자의 침대에서의 자세를 인식하고 환자의 정성적 위험등급 정보가 고려된 낙상 위험 측정을 위한 규칙 기반 정보를 추출한다. 인식된 환자 자세 정보와 정성적 위험평가 정보를 모두 조합하여 시그모이드 함수를 활용하여 최종 낙상 위험 수준을 예측한다. 본 연구에서 제시된 절차와 예측 모델은 입원 환자를 위한 낙상 사고 예방과 환자 안전을 위한 개인화 서비스에 크게 기여할 것으로 기대된다.

• Nuclear Engineering and Technology
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• 제54권1호
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• pp.374-385
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• 2022

In order to investigate the application of 3D base-seismic isolation system in nuclear power plants (NPPs), comprehensive analysis of constitution and design theory for 3-dimensional combined isolation bearing (3D-CIB) was presented and derived. Four different vertical stiffness of 3D-CIB was designed to isolate the nuclear island (NI) building. This paper aimed at investigating the isolation effectiveness of 3D-CIB through modal analysis and dynamic time-history analysis. Numerical results in terms of dynamic response of 3D-CIB, relative displacement response, acceleration and floor response spectra (FRS) of the superstructure were compared to validate the reliability of 3D-CIB in mitigating seismic response. The results showed that 3D-CIB can significantly attenuate the horizontal acceleration response, and a fair amount of the vertical acceleration response reduction of the upper structure was still observed. 3D-CIB plays a significant role in reducing the horizontal and vertical FRS, the vertical FRS basically do not vary with the floor height. The smaller the vertical stiffness of 3D-CIB is, the better the vertical isolation effectiveness is, whereas, it will increase the displacement and the rocking effect of superstructure. Although the advantage of 3D-CIB is that the vertical stiffness can be flexibly adjusted, it should be designed by properly accounting for the balance between the isolation effectiveness and displacement control including rocking effect. The results of this study can provide the technical basis and guidance for the application of 3D-CIB to engineering structure.

• Earthquakes and Structures
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• 제23권1호
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• pp.23-34
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• 2022

This paper presents experimental studies on reinforced concrete moment resisting frames that have engineered cementitious composite (ECC) in plastic hinge length (PHL) of beam/column members and beam-column joints. A two-story frame structure reduced by a 1:3 scale was further tested through a shake-table (seismic simulator) using multiple levels of simulated earthquake motions. One model conformed to all the ACI-318 requirements for IMRF, whereas the second model used lower-strength concrete in the beam/column members outside PHL. The acceleration time history of the 1994 Northridge earthquake was selected and scaled to multiple levels for shake-table testing. This study reports the observed damage mechanism, lateral strength-displacement capacity curve, and the computed response parameters for each model. The tests verified that nonlinearity remained confined to beam/column ends, i.e., member joint interface. Calculated response modification factors were 11.6 and 9.6 for the code-conforming and concrete strength deficient models. Results show that the RC-ECC frame's performance in design-based and maximum considered earthquakes; without exceeding maximum permissible drift under design-base earthquake motions and not triggering any unstable mode of damage/failure under maximum considered earthquakes. This research also indicates that the introduction of ECC in PHL of the beam/column members' detailing may be relaxed for the IMRF structures.

• Earthquakes and Structures
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• 제23권1호
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• pp.35-57
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• 2022

This article presents a computationally efficient framework for multi-objective seismic design optimization of steel moment-resisting frame (MRF) structures based on the nonlinear dynamic analysis procedure. This framework employs the uniform damage distribution philosophy to minimize the weight (initial cost) of the structure at different levels of damage. The preliminary framework was recently proposed by the authors based on the single excitation and the nonlinear static (pushover) analysis procedure, in which the effects of record-to-record variability as well as higher-order vibration modes were neglected. The present study investigates the reliability of the previous framework by extending the proposed algorithm using the nonlinear dynamic design procedure (optimization under multiple ground motions). Three benchmark structures, including 4-, 8-, and 12-story steel MRFs, representing the behavior of low-, mid-, and high-rise buildings, are utilized to evaluate the proposed framework. The total weight of the structure and the maximum inter-story drift ratio (IDRmax) resulting from the average response of the structure to a set of seven ground motion records are considered as two conflicting objectives for the optimization problem and are simultaneously minimized. The results of this study indicate that the optimization under several ground motions leads to almost similar outcomes in terms of optimization objectives to those are obtained from optimization under pushover analysis. However, investigation of optimal designs under a suite of 22 earthquake records reveals that the damage distribution in buildings designed by the nonlinear dynamic-based procedure is closer to the uniform distribution (desired target during the optimization process) compared to those designed according to the pushover procedure.

• 대한간호학회지
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• 제30권4호
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• pp.1066-1077
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• 2000

The purpose of this study is to develop self-efficacy promotion program and to test its effects on self-efficacy, self-care, physiologic index of hemodialysis patients after applying this program to them. Preliminary study was carried out to identify the levels and types of self-care, self-efficacy of hemodialysis patients. To develop self-efficacy promoting program, several discussions with nursing professors and nurse specialists on hemodialysis patients were made after in-depth literature review on the area. Through these processes, the self-efficacy promoting program including 20 minutes long videotape and other counciling documents were completed. This videotape consisted of specific self-care techniques for hemodialysis patients including management of fistula, measurement of blood presure and body weight, special diets, medications, exercise and rest, management of physical problems and social adjustment. Two group equivalent pre and post test quasai-experimental research design was used in this study. The total subjects were 34 hemodialysis patients who received hemodialysis three time per week at 1 university hospital. Seventeen experimental group subjects were matched with control group subjects in sex and age. Data were analysed with the SPSS window program. Homogeniety between experimental and control group pretest data was tested by x$^2$ and t-test. There were no significanct differences in general characteristics, illness history, specific self-efficacy and self-care between the two groups. The differences of general self-efficacy of two groups were tested with the Repeated Measure ANCOVA because of significant differences of pretest data of general self efficacy between two groups. The differences of self-efficacy and self-care of two groups were tested with Repeated Measure ANOVA and the differences of physiologic indecies including blood potassium level and blood phosphorus level and interdialytic weight gain were tested by t-test. The results were as follows: 1. There was no significant difference in general self-efficacy between the two groups over four different time, and no interaction by groups and by time. 2. There was significant difference in specific self-efficacy between the two groups over four different time, and interaction by groups and by time. 3. There was significant difference in self-care between the two groups over four different time, and interaction by groups and by time. 4. There were no significant differences of blood potassium level and blood phosphorus level, but there was significant difference of interdialytic weight gain between the two groups. From the results above, it can be concluded that the self-efficacy promotion program for hemodialysis patients was effective to improve degree of specific self-efficacy and self-care and to decrease interdialytic weight gain. Considering results, the followings are recommended: 1) Repeated studies are needed for another hemodialysis patients. 2) This program can be used for improving degree of self-efficacy and self-care of hemodialysis patients by nurse practitioner and nurse educator.