• 대한토목학회논문집
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• 제28권4D호
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• pp.505-512
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• 2008

단지개발사업은 다양한 구조물이 결합된 사업으로 과거에는 주거, 상업단지 등 단일목적을 갖는 사업위주로 진행되었으나, 최근에는 IT 기술의 발전, 삶의 질 향상 및 생활패턴 변경 등에 따라 U-city를 비롯한 다양한 목적을 갖는 복합단지 형태의 개발이 이뤄지고 있다. 이러한 단지개발과 관련된 인적자원은 각 대학의 도시계획 및 공학, 토목 및 건축공학과에서 이뤄지고 있으며, 도시계획 및 도시공학과에서는 단지개발계획을, 토목 및 건축공학과는 계획을 바탕으로 하는 설계 및 시공과 관련한 교육을 담당하고 있다. 사업의 원활한 진행을 위해 계획 및 설계, 시공은 연속적으로 이뤄져야 하나 현재의 교육과목을 살펴보면 이러한 연속성을 기대하기에는 어려움이 있다. 이에 단지개발 계획수립의 전문가 가 기초적인 엔지니어링 지식을 확보하고 또한 단지개발사업의 설계 및 시공인력은 단지계획 전반을 이해할 수 있도록 기존의 교과목 또는 내용이 개선되어야 할 필요가 있다. 이에 본 연구는 기존 도시계획 및 공학과와 단지개발의 주요 구조물 설계 및 시공과 관련한 토목공학 관련 학과의 교육 내용을 살펴보고, 두 학과의 업무교차가 발생하는 설계단계에 대해 업무를 수행하는 전문인력을 대상으로 업무 중요성을 조사하였다. 이를 통해 단지개발 사업진행 간 설계업무를 이해하고 이와 관련한 설계업무의 효율성을 개선하기 위한 방안을 제시하고자 한다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2022년도 봄 학술논문 발표대회
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• pp.125-126
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• 2022

Office workers at the architectural design office are under job stress for various reasons such as excessive working hours, friction with the site, and unpredictability of work. This can increase not only the negative image of office workers in the construction industry, but also the avoidance of young manpower in the future. This study investigated the specific purpose of each activity as a problem of job stress relief activities in the architectural design office, and the specific purpose and goal setting of each activity as a way to improve job stress relief activities.

• 대한건축학회논문집:계획계
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• 제36권3호
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• pp.49-58
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• 2020

Based on Merrill's instructional theory, this study pursued to develop a demonstration-based architectural design class operation model for the 3^rd year undergraduate students taking a Spring semester design studio class. The model was designed and used particularly to improve architectural thinking abilities of under-motivated learners. Learning effects of the model were examined based on the preliminary data obtained for 3 consecutive years, 2017 through 2019. A total of 52 students were participated in the class and observed by the instructor. Once developed, the model has been continually updated and improved based on results of each class operation. Five types of demo. were used in the model. First, direct contacts of the instructor with under-motivated learners were turned out to be the most preferred demo(demo. 4), while watching and listening of the demo(demo.3) between the instructor and motivated learners taking place in class was ranked at the second place. Belief of under-motivated learners on the instructor as a professional should be highly valued for improving their architectural thinking abilities. Second, motivated peers' direct help for under-motivated ones was placed in the third rank. Social attitudes of under-motivated learners towards accepting motivated ones' helps were determined the particular demo's appropriateness. Third, a set of guidelines for operating the model in undergraduate design studio classes were developed and suggested.

• 대한건축학회논문집:구조계
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• 제33권12호
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• pp.37-44
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• 2017

Due to structural characteristics, construction costs and duration of a modular system would be saved by minimizing the schedule on the job site. As such, it is crucial to develop a connection that can guarantee stiffness while allowing for simple assembling. Particularly, the mid- to high-rise construction of the modular system necessitates the securing of the structural stability and seismic performance of multi-unit frames and connections, and thus, the stiffness of unit-assembled structures needs to be re-evaluated and designed. However, evaluating a frame consisting of slender members and reinforcing materials is a complicated process. Therefore, the present study aims to examine the structural characteristics of a modular unit connection based a method for reinforcing connection brackets and hinges while minimizing the loss of the cross section. Toward this end, the study modeled the beam-to-column connection of a modular system with the proposed connection, and produced a specimen which was used to perform a cycling loading test. The study compared the initial stiffness, the attributes of the hysteretic behavior, and the maximum flexural moment, and observed whether the model acquired the seismic performance, compared to the flexural strength of the steel moment frame connection that is required by the Korean Building Code. The test results showed that the proposed connection produced a similar initial stiffness value to that of the theoretical equation, and its maximum strength exceeded the theoretical strength. Furthermore, the model with a larger ceiling bracket showed higher seismic performance, which was further increased by the reinforcement of the plate.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2022년도 봄 학술논문 발표대회
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• pp.35-36
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• 2022

Recently, as the characteristics and production methods of the construction industry are changing, and women are actively entering the society, the view of women in the construction industry is also gradually changing. Although the government is currently improving the system to expand women's participation, nevertheless, women's participation in the construction industry is very low compared to other industries. The scope of this study was limited to presenting the actual working environment and improvement plans for male and female engineers in the design office. As a result of the survey on the insufficient part of the work environment, the item 'rest space such as lounge, bathroom, and conference room was narrow' was highly surveyed for men, and 'there was no rest space that required gender discrimination' was highly surveyed for women. As for the improvement measures, both men and women were surveyed highly in the category of 'My place for personal work'. In this study, the scope of the study has a limitation in that it only presents the actual situation and improvement measures for the working environment for male and female engineers in the design office.

• 공학교육연구
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• 제2권1호
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• pp.39-50
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• 1999

최근의 국제화시대를 맞이하여 한국의 건축교육과 직능분야는 많은 문제를 떠안게 되었다. 그 이유는 두가지로 대별된다. 하나는 내부적인 요인으로 교육부가 그동안 학부제를 전면 실시하게 된 것이 원인이다. 학부제에 의하면 대부분의 대학은 이전보다 적절한 전문교육을 제공하기에는 매우 많은 어려움에 직면하기 때문이다. 그리고 다른 하나는 외부적인 요인으로 볼 수 있다. WTO의 출범과 함께 국제건축가연맹(UIA)은 $\ulcorner$건축실무 프로페셔널리즘의 국제장려기준에 관한 UIA 협정안$\lrcorner$을 채택한 바 있다. 이 협정안에 의하면 건축교육은 인가받은 학교에서 전일제 수업기준 최소 5년을 요구하고 있다. 그래서 만약 이 협정안이 예정대로 금년 6월 북경대회에서 채택되면 한국은 건축교육에서 매우 난처한 문제에 직면하게 될 것 같다. 왜냐하면, 현재와 같은 제도로는 새로운 기준을 충족시키기가 어려울 것으로 예상되기 때문이다. 현재의 제도에서는 교육과정이 전문가 자격증과는 관계가 없으므로, 건축과 졸업생들은 설계, 구조, 시공, 설비 등 다양한 분야로 진출할 수 있었다. 그러나 만약 UIA 의정서나 엔지니어링 인증제도가 동시에 건축교육에 요구된다면, 현재와 같은 교육제도로는 새로운 두가지 기준을 동시에 만족시키는 것이 쉽지는 않을 것이다. 이 연구 논문에서는 국내외 건축교육제도의 이해와 분석을 근거로 우리의 전통적 제도가 갖는 특징을 장점으로 간주하면서 국제화의 기준에 맞는 교육모형을 제안해 보려고 한다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2021년도 가을 학술논문 발표대회
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• pp.46-47
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• 2021

In the construction industry, due to the nature of the job, the need for job training to maximize the performance of the job and to improve the organization's qualifications is needed to acquire professional knowledge that is practiced according to the training needs of the members of the organization. In the form of education, the government or the government or the government provides systematic and planned professional job training that is implemented to improve qualifications and instill pride in the profession by helping the employees of the design office acquire new knowledge, skills, and attitudes necessary for professional performance. Although it is recommended at the organizational level, as a result of examining the implementation, it was found that most workers did not receive job training activities. Therefore, follow-up studies that can maximize work efficiency at the individual and organizational level of design office workers should be continuously performed.

• 대한건축학회논문집:구조계
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• 제34권3호
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• pp.19-28
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• 2018

Key factors that ensure competitiveness of modular unit include consistent high quality and connection condition that ensures high structural performance while minimizing the overall scale of the on-site process. However, it is difficult to evaluate the structural performance of the connection of modular unit, and its structural analysis and design method can be different depending on the connection to its development, which affects the seismic performance of its final design. In particular, securing the seismic performance is the key to designing modular systems of mid-to-high-rise structure. In this paper, therefore, the seismic performance of the modular system with bracket-typed fully restrained moment connections according to stiffness and the shapes of various connection members was evaluated through experimental and analytical methods. To verify the seismic performance, a cyclic loading test of the connection joint of the proposed modular system was conducted. As a result of this study, theoretical values and experimental results were compared with the initial stiffness, hysteresis behavior and maximum bending moment of the modular system. Also, the connection joint was modeled, using the commercial program ANSYS, which was then followed by finite element analysis of the system. According to the results of the experiment, the maximum resisting force of the proposed connection exceeded the theoretical parameters, which indicated that a rigid joint structural performance could be secured. These results almost satisfied the criteria for connection bending strength of special moment frame listed on KBC2016.

• 대한건축학회논문집:구조계
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• 제34권4호
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• pp.25-33
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• 2018

In regard to modular systems, new methods, as well as middle and high-story unit design ideas, are currently being studied. These studies need to focus on the enhanced stiffness and seismic performance of these connections, and see that the development of fully restrained moment connections can improve the seismic performance. For this reason, this study evaluates the performance of the connections of the ceiling bracket-typed modular system through repeated loading tests and analyses. In order to compare them with these modular units, new unit specimens with the bracket connection being different from that of the traditional modular unit specimens were designed, and the results of repeated loading tests were analyzed. In the traditional units, the structural performances of both welding connection and bolt connection were evaluated. In regard to the testing results, the initial stiffness of the hysteresis curve was compared with the theoretical initial stiffness, and the features of all specimens were also analyzed with regard to the maximum moment. In addition, the test results were examined with regard to the connection flexural strength of the steel special moment frame specified under the construction criteria KBC2016. The connections, which were proposed in the test results, were found to be fully restrained moment connections for designing strong column-weak beams and meeting the requirements of seismic performance of special moment frames.

• 월간 기계설비
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• 통권229호
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• pp.71-75
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• 2009

국내의 기계 및 설비관련 학과는 모든 산업의 기초가 되는 기계를 다루는 기술인이 반드시 알아야 할 기계관련 이론과 다양한 실기를 통해 산업현장에 필요한 전문직업인 양성에 교육 목표를 두고 있다. 또한 오늘날 첨단 기계 산업의 발달 및 다양화에 따라 생산 및 생산시설 관리, 제품 설계 및 제작, 엔지니어링 마케팅, 컴퓨터 하드웨어 및 소프트웨어 관련 업무를 충실히 담당할 중견 전문가 양성도 담당하고 있다. 기계 설비분야의 미래를 책임질 기계설비 전문인을 양성하기 위해 기계 및 설비관련 학과는 2009년 현재 전국의 13개 대학에서 다양한 커리큘럼을 통해 배출하고 있다. 본지는 지난 3월호부터 전국의 기계 및 설비관련 학과를 소개한다.