• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.459-460
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• 2009

The purpose of this study is to develop precast concrete structural wall panel that can assure reliable seismic performance. In the previous study, the connection of precast concrete structural wall has some problems in seismic performance. Therefore, this research proposed the precast concrete structural walls which can improve seismic performance. And their seismic performance was verified through lateral loading experiment.

• Journal of the Korea institute for structural maintenance and inspection
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• v.16 no.1
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• pp.140-148
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• 2012

Recently there are many attempts to introduce PC construction method in buildings. But the study on PC structural wall has been made progress so slowly because it is very difficult to develop new items. In this study, we have developed new vertical joint on PC wall in order to upgrade constructivity and structural performance of the existing connections, then we have evaluated the seismic resistance performance. As a result of the cyclic loading tests for two specimens, proposed vertical joint on PC wall has shown that it behave the excellent structural performance in comparison to PC wall having no joint. Therefore, we think that proposed vertical joint is the system to apply buliding structure.

• Computational Structural Engineering
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• v.1 no.2
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• pp.9-11
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• 1988

PC는 기억용량, 계산속도 및 응용 소프트웨어 등에 있어서 구조공학 분야의 실무와 연구에 큰 지장이 없을 정도로 발전하였고, 대형 컴퓨터와 연결해서 사용할 수도 있으므로 앞으로 PC가 구조공학 분야에서 차지하는 비중이 날로 증가할 것으로 보인다. PC를 사용하여 대형구조물을 해석할 경우에는 기억용량이나 계산속도 등의 한계성으로 인하여 약간의 문제점이 발생하기도 하는데 이러한 문제를 해결하기 위해 어떠한 해결 방안이 있는지를 소개하고자 한다. 여기서 대형구조물이라 함은 구조물의 규모가 크다는 의미보다는 구성하고 있는 부재의 수가 많거나 형상이 복잡한 경우와 세밀한 해석 모델을 작성해야 하는 경우 등과 같이 PC가 기억하여야 할 입력자료가 많고 해석과정에 많은 계산이 요구되어 PC의 기억용량과 계산속도가 문제가 되는 경우를 의미한다.

• Journal of the Earthquake Engineering Society of Korea
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• v.14 no.2
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• pp.15-26
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• 2010

The purpose of this study is to develop a precast concrete structural wall system that can assure reliable seismic performance. In previous studies, the connections of precast concrete structural walls have had some problems in their seismic performance. Therefore, this research proposes precast concrete structural walls which have an improved seismic performance. One is a hybrid precast concrete structural wall that is composed of a reinforced concrete component and a precast concrete component, and another is a precast concrete wall whose reinforcements have a partially reduced section and are partially unbonded from the surrounding concrete. To evaluate the seismic performance of the proposed precast concrete structural walls, the behavior of three specimens, including a reinforced concrete wall, were subjected to reversed cyclic combined flexure and shear. According to the test results, the proposed precast concrete structural walls have reliable seismic performance.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.34 no.6
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• pp.417-426
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• 2021

Recently, use of the precast concrete (PC) system, which can increase economy by minimizing field work, has rapidly increased. However, the PC system cannot exhibit structural performance under construction, specifically before integration between members. Furthermore, since it is difficult to secure the structural integrity of beam-column joints even after construction, the PC system is vulnerable to progressive collapse. In the PC system, various types of details for PC beam-column joints have been proposed, while the structural/construction details of PC system generally used in Korea differ from those of overseas PC systems. However, studies on the progressive collapse of the domestic PC system are limited. Thus, in this study, we investigated the structural/construction details of PC beam-column joints mainly used in Korea. Based on the investigation, for the prototype PC system with typical joint details, a nonlinear finite element analysis was carried out to evaluate its structural performance under progressive collapse. Further, a parametric study was performed, and the effect of the design parameters was investigated, to recommend a method to improve the progressive collapse resistance of the PC system.

• Proceedings of the KIEE Conference
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• 1999.07b
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• pp.877-879
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• 1999

최근 윈도우즈 기반 운영체제의 발전과 PC의 성능 향상으로 제어분야에서의 PC 활용이 가속화되면서 PC 기반의 분산제어시스템이 등장하였고, 전력연구원에서는 화력발전소의 국산개발 배연탈황설비 제어시스템에 PC 기반 분산제어시스템을 도입하여 운용하고 있다. 이러한 PC 기반 분산제어시스템의 활용으로 하위구조에 다양한 종류의 입출력시스템을 선택 가능하게 되었고 시스템 구축에 대한 독자적인 방법을 채택할 수 있게 되었다. 본 논문에서는 국산개발 배연탈황설비에 적용된 PC 기반 분산제어시스템의 전반적인 구성을 살펴보고 제어프로세서인 현장제어유닛과 하위 입출력시스템의 하드웨어 구조, 상호간 통신 구조 및 시스템 이중화구조에 대하여 기술하고자 한다. 또한 입출력시스템 간의 인터페이스 방법과 입출력 모듈 종류에 따른 현장기기의 활용방법에 대하여 알아보고 향후 PC 기반 분산제어시스템의 입출력시스템 구축 시 고려하여야 할 사항들에 대하여 기술하고자 한다.

• Journal of the Korea Institute of Building Construction
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• v.10 no.5
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• pp.11-20
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• 2010

With the amendment to the Building Act in November of 2005 that offered incentives in terms of floor area ratio and number of stories to apartment buildings adopting the Rahmen structure to facilitate remodeling, the construction industry is paying more attention to PC structures. As connections between PC columns and beams require complex design, it is very difficult to install and remove forms. Since forms made of plywood for such connections are fabricated and installed on site, a significant amount of labor is required, and constructability is low. Furthermore, after concrete casting, the forms are removed in a state in which they cannot be recycled, which leads to a significant amount of construction waste. For this reason, a solution to address such issues needs to be studied. However, many researchers have focused only on the structural performance of PC structures in Korea and elsewhere, ignoring the need for research on the forms used in building PC structure connections. Therefore, this research aims to develop a form that can improve the productivity of PC structure connection construction, and compare it with conventional forms to highlight its contribution to gains in productivity and economic viability.

• Land and Housing Review
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• v.14 no.1
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• pp.115-122
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• 2023

Modular construction is popular as a smart building system because it can shorten the construction period. This study proposed a precast concrete (PC) core system that can further shorten modular construction time. The system was developed and its structural performance was verified through computational analysis. The proposed PC core system is a complete PC construction method using dry bonding. The results of the study indicated that the proposed PC core system has structural stability and performance suitable for modular housing.

• Journal of the Korean Society for information Management
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• v.17 no.3
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• pp.171-191
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• 2000

The development and diffusion of PC network have impact on civil administration service that has become part of our daily lives. This study constructs the theoretical background on the civil administration service, examines the development of it, investigates and analyzes the actual conditions based on its information structure and contents, and suggests some recommendations to enhance the service.

• Proceedings of the Korean Operations and Management Science Society Conference
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• 1989.10a
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• pp.140-150
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• 1989

본 논문에서는 PC분산시스템의 구조와 운영방식에 대해서 논하고 자원 고유방식과 부하 공유방식중 어느것을 택하느냐에 따라서 PC분산시스템의 두가지 모델을 제시하였다. 또한 PC분산시스템을 위한 네트워크 운영체제의 구조, 기능 및 내재된 문제점을 알아보고 그것을 해결하기 위한 분산운영체제의 구조와 기능에 대해서 고찰하였다.