• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.221-224
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• 2008

Recently various types of prefabricated pier has been developed. In this paper, prefabricated composite columns with core steel elements embedded in concrete were proposed, which has no prestressing. Based on the previous research on composite columns with low steel ratio, the column were designed. A simple bolt connection detail between a footing and a pier element were also suggested. In order to investigate the seismic performance of the composite columns, several tests on concrete encased composite columns, which are prefabricated, were performed. Quasi-static tests were carried out and their performance was evaluated and compared with the results from the tests on CIP composite piers. In the case of precast piers, the end part of the pier needs to be carefully reinforced and related recommendations on details were derived.

• Journal of the Korea institute for structural maintenance and inspection
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• v.17 no.2
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• pp.33-44
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• 2013

Although many studies have been performed for the structural details of orthotropic steel deck, most of them were focused on the trough rib of standard type, but not for orthotropic steel deck with longitudinal rib of open section used at beginning of the deck. In order to investigate the cause of fatigue crack for orthotropic steel deck bridge serviced 31 years with longitudinal rib of open section, in this study, the behavior characteristics of target structural details were analyzed based on measurement data under real traffic condition. Also the typical loading truck passing the target bridges was estimated with the structural analysis detailed, and the stresses and deformation patterns of target structural details were analyzed by performing the detailed structural analysis. Based upon the analysis, retrofitting methods of the fatigue crack were suggested and its validation was examined. From this study, it was clarified that fatigue crack of longitudinal rib with open section were affected with the stress increment by shear deformation in the rib and the occurrence of alternative stress due to moving vehicle. In addition, it was known that it is important to perform fatigue design reflected the local behavior of the structural details.

• 건축구조
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• v.22 no.3
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• pp.21-30
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• 2015

• Proceedings of the Korea Water Resources Association Conference
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• 2017.05a
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• pp.455-455
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• 2017

최근 기후변화로 인한 도시홍수 피해가 증가하고 있다. 이에 따라 본 연구에서는 기상청에서 제공하는 HadGEM3-RA의 한반도(12.5km) 기후변화 RCP 4.5 및 RCP 8.5시나리오에 대해 편의보정 및 시간상세화를 실시하여 기후변화를 고려한 수문분석을 하였다. 기후변화 시나리오의 편의보정은 Gamma분포를 이용한 모수적 분위사상법과 관측자료의 누가확률분포를 이용하는 비모수적 분위사상법으로 수행하였으며, 관측된 분 단위 강우자료를 기반으로 기후변화 시나리오 미래기간에 대해 시간상세화를 실시하였다. 또한, 도림천유역을 중심으로 기후변화 시나리오 미래기간의 확률강우량과 설계홍수량을 산정하였다. 본 연구에 결과는 수문분석을 위한 기후변화 시나리오 시간상세화 방안에 크게 기여 할 것으로 판단된다.

• Journal of Energy Engineering
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• v.21 no.3
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• pp.292-300
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• 2012

KHNP CRI has been developing APR+ nuclear power plant since 2007, which is GEN III+ model with 4,361 MWth capacity. To develop safer and more economical nuclear power plant than APR1400, we studied domestic and foreign nuclear power plants under construction. We also reviewed nuclear power plants which are appropriate for domestic construction in Korea and also for export. Economic assessments were made twice during the second phase of standard detailed design of the plant. The result of the second phase of economic analysis for APR+ standard detailed design showed that APR+ N-th plant was 24.6% more economical than coal-fired 1,000MW power plant, and was evaluated to be competitive enough in global market for construction of the nuclear power plant.

• Journal of Korean Society of Steel Construction
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• v.24 no.6
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• pp.725-734
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• 2012

A new modular pier system using concrete filled circular steel tubes was suggested to realize modular bridge substructures for accelerated bridge construction. Structural details and connection details were proposed by connection multiple concrete filled tubes (CFT) for standardized products of fabrication, delivery and erection. Static tests were performed for the modular pier with suggested details under lateral load conditions for weak and strong axes. Due to the eccentricity by the bracing system, the modular pier showed 5.23 times higher flexural stiffness and 6 times greater flexural strength from the test. It is proper for the rational design to evaluate stress and deformation by frame modeling of the modular CFT pier. Structural capacity of the pier can be obtained by adjusting the spacing of the CFT columns. Design recommendations were derived from the test.

• Journal of the Korea institute for structural maintenance and inspection
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• v.21 no.2
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• pp.95-102
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• 2017

This paper describes the experimental results for the structural performance of full-scale coupling beams with different reinforcement layout (diagonal and horizontal). For the reinforcements of the coupling beams, high-strength steel bars(SD500 and SD600) were used in order to improve workability and economic feasibility. The rigid steel frames and linked joints were used to maintain the clear span length (distance between both shear walls) of the coupling beam during the cyclic loading. Experimental results indicated that the diagonally reinforced coupling beam specimen could exhibit more ductile behavior compared to horizontally reinforced specimen. ACI318-14 code is applicable to design of coupling beam with diagonally reinforcement, however, that is overestimating the strength of horizontally reinforced coupling beam. It is remarkable that effective elastic stiffness values of both reinforcement details coupling beam significantly lees than ASCE 41-13.

• Proceedings of the Korea Society for Simulation Conference
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• 2002.11a
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• pp.59-64
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• 2002

위성의 자세 및 궤도, 추진기 등 상태의 동적 반응과 위성체 내부의 원격 명령 및 원격측정 처리 과정을 시뮬레이션하여 관제시스템의 운용자 교육 및 위성 이상상태 분석을 위한 위성 다목적실용위성 2호 시뮬레이터을 객체지향설계기법을 이용하여 설계한 내용을 기술한다.

• Electronics and Telecommunications Trends
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• v.3 no.1
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• pp.3-23
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• 1988

VLSI 설계시 응용되는 CAD 기술중 배선과 관련된 내용에 대해 기술동향을 소개하였다. 특히, 미로법, 선분탐색법, 채널배선법에 대하여 연구의 발전과정, 연구내용, 현황 등을 상세히 기술하였으며, 반주문형 설계시 많이 이용되는 개략 배선법에 대해서도 기술하였다.

• Journal of the Society of Naval Architects of Korea
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• v.32 no.1
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• pp.17-24
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• 1995

In this paper, it is studied the design automation method in detail structural design stage using a general-purpose CAD system. It is observed that the macro function with parametric concept is very useful in detail structural design. We applied this concept to transverse web frame, slot hole and collar plate, and bracket modeling.