• 제목/요약/키워드: Design History of Korea

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한국 근현대 붙박이 가구의 변천과 현안 - 1930년대 중반부터 1990년대 후반까지를 중심으로 - (A Study on the Modern History and the Problematic issues of Built-in Furniture in Korea - from the mid 1930's to mid 1990's -)

  • 강혜승;김민수
    • 한국가구학회지
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    • 제28권3호
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    • pp.135-144
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    • 2017
  • The development of human civilization has been accompanied by a corresponding development of storage facilities. In particular, the storage of residential spaces not only performs the storage management function for personal property but also is considered an important prerequisite for a comfortable life. While examining the history of the transformation of built-in furniture, this study emphasizes the social and cultural implications of Korean residences. Therefore, We attempt to uncover the Korean characteristics that can be discovered in the transformation of storage furniture according to the changes that occurred in Korean residential forms following the modern era and to question the problematic issues of the built-in furniture in Korea.

서사적 디자인의 발현(I) - 레스토랑 양식을 통해 본 세계화 시대의 지역 디자인 - (Epic Design : Local Design in Globalization Era - based on Restaurant Style -)

  • 조현신
    • 디자인학연구
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    • 제19권1호
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    • pp.243-252
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    • 2006
  • This essay studies local design style in globalization era through investigation of the restaurants which are located at suburb of big cities in Korea. All regional memory and history is disappeared in 'The world time' and world design style in globalization era. Thus to study local design means to study the history of certain region and the memory of the people who lives in that area and how they represent their past and memory. Post colonial theory, everyday aesthetics and the way of using past and memory are preresearched for the theoretical background. Post colonial theory is discourse for the countries which have the experience of colonialism. History and memory are used for defining present political, social, economical and cultural situation. In this essay, the way using past and memory were classified in three dimension - by government, company, and individuals. The past which is represented by government is conceptual and defined as only sign without on going history. When it is represented by company, it is also uses as a sign and imitation without contextual meaning. However, when the past is used by individuals, it is alive in daily life. This essay argues that those restaurants which have the style of 'the Koreaness' symbolize the suppressed desire to represent the lost past and memory which are forced to be exduded during the colonial period and fast modern development. And the design style can be defined as epic design, for it has it's own main character, story, memory and plot too. This word 'epic' imply the main point of local design style. In conclusion, this essay will ask the role of design in the country which has colonial memory in globalization era.

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최소오차 최적합화 방법에 의한 인공 시간이력 지진기록군의 생성 (Generation of Artificial Time History Earthquake Record Family using the Least Squares Fitting Method)

  • 김용석
    • 한국지진공학회논문집
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    • 제12권5호
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    • pp.31-38
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    • 2008
  • 최근 구조물의 지진해석에서 시간이력 지진해석의 필요성이 증대되고 있는데, 시간이력해석을 위해서는 최소7개의 지진기록을 사용하도록 IBC2003, ASCE와 KBC2005의 내진설계 기준에서 요구하고 있다. 시간이력 지진해석을 위해 지진기록의 선정은 주어진 대지 조건에 따른 설계스펙트럼을 만족하도록 시간이력 지진기록을 설계 지반조건과 유사한 지반에서 계측된 지진기록들 중에서 선정하거나 설계스펙트럼을 만족하는 인공지진기록을 생성하여 사용할 수 있지만, 이 연구에서는 절충적 방법으로 태평양지진연구센터(PEER) 데이터베이스에서 암반 지진기록으로 알려진 50개 계측지진기록을 이용하여 7개 인공 시간이력 지진기록을 생성하였다. 일차 조정계수를 곱한 지진응답스펙트럼이 목표설계스펙트럼에 최적합한 7개 지진기록을 선정하고, SRSS 평균값이 목표설계스펙트럼과 최소의 오차를 갖게 하는 최적합화법으로 구한 조정계수를 선정된 각 지진기록에 곱하여 7개 인공 시간이력 지진기록군을 생성하였다.

5층 철근콘크리트 중간모멘트골조의 비탄성 시간이력해석 (Inelastic Time History Analysis of a 5-Story Reinforced Concrete IMRF)

  • 강석봉;임병진
    • 한국지진공학회논문집
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    • 제16권6호
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    • pp.13-20
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    • 2012
  • In this study, 5-story structures were designed in accordance with KBC2009 for inelastic time history analysis of RC IMRF. Bending moment-curvature relationship for beam and column was identified with fiber model and bending moment-rotation relationship for beam-column joint was calculated with simple and unified joint shear behavior model and moment equilibrium relationship for the joint. The hysteretic behavior was simulated with three-parameter model suggested in IDARC program. The analytical results showed that the inelastic shear behavior of the joint could be neglected in the structural design for seismic design category C but the structure of category D did not satisfy the criteria of FEMA 356 for collapse prevention performance level.

RFID/USN 기반의 유비쿼터스 제조실행시스템 설계 및 구현 (Design and Implementation of an Ubiquitous Manufacture Execution System based on RFID/USN)

  • 정세훈;김경종;심춘보
    • 디지털산업정보학회논문지
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    • 제6권4호
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    • pp.21-31
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    • 2010
  • A manufacturing execution system in the process according to automation system of installation management has been growing interest about effective system design and effective system manage. In this paper, we propose an ubiquitous Manufacturing Execution System based on RFID/USN for checkup monitoring and history management of installation in manufacturing execution systems. For this, we design and implement installation history and statistics management system based on RFID grafting RFID for efficient installation equipment history and statistics management of ubiquitous Manufacturing Execution System, and was implemented checkup monitoring system based on USN using temperature sensor, humidity sensor, hydraulic pressure sensor for failure prevention of ubiquitous Manufacturing Execution System. And proposed ubiquitous Manufacturing Execution System is implemented based on JSP for access through Web in real time.

Application of the Direct Displacement Based Design Methodology for Different Types of RC Structural Systems

  • Malekpour, Saleh;Dashti, Farhad
    • International Journal of Concrete Structures and Materials
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    • 제7권2호
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    • pp.135-153
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    • 2013
  • This study investigates the direct displacement based design (DDBD) approach for different types of reinforced concrete structural systems including single moment-resisting, dual wall-frame and dual steel-braced systems. In this methodology, the displacement profile is calculated and the equivalent single degree of freedom system is then modeled considering the damping characteristics of each member. Having calculated the effective period and secant stiffness of the structure, the base shear is obtained, based on which the design process can be carried out. For each system three frames are designed using DDBD approach. The frames are then analyzed using nonlinear time-history analysis with 7 earthquake accelerograms and the damage index is investigated through lateral drift profile of the models. Results of the analyses and comparison of the nonlinear time-history analysis results indicate efficiency of the DDBD approach for different reinforced concrete structural systems.