• 월간 기계설비
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• no.5 s.202
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• pp.64-69
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• 2007

소형저장탱크의 보급으로 벌크로리 공급시스템이 확대되고 체계적인 수요관리가 가능해짐에 따라 LP가스산업의 발전에 많은 기여를 할 것으로 기대된다. 또한 500kg미만 소형저장탱크의 고압배관시공에 고압호스가 가능해짐에 따라 2006년 11월 소형저장탱크용 고압호스 성능인증기준이 제정되게 되었다. 새로 제정된 소형저장탱크용 고압호스의 성능인증 기준을 기술하여 고압호스제조업체, 소형저장탱크 시공업체 등의 관련업체에 참고자료가 되기를 바란다.

• Journal of the Society of Disaster Information
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• v.14 no.3
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• pp.343-351
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• 2018

Purpose: Recently, As the size of the structure increased, the necessity of reducing its weight was raised. To reduce weight In concrete structures, a hollow slab is proposed as an alternative for weight reduction effect. Method: It is difficult to construct the hollow body due to buoyancy, and the shear performance is insufficient due to the decreased cross section. Slabs were fabricated using unidirectional hollow bodies such as PVC pipes, and experiments were conducted about construction performance and structural performance. Results: The buoyancy preventive device has been improved the construction performance by preventing floating hollow body, it has been confirmed that it has adequate performance to be used as a hollow slab system because it has enough expected shear performance. Coclusion: Hollow ratio has a little connection with bending performance, but after the yielding load, it is necessary to consider the secondary stiffness of structure, and is is supposed that the decrease of shear performance with the increase of hollow core ratio can be complemented with shear reinforcement.

• Journal of the Korea institute for structural maintenance and inspection
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• v.18 no.4
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• pp.138-146
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• 2014

Structural safety as well as variety and aesthetics of building facade are currently gathering more attention in building construction and stone curtain wall is widely used in exterior wall. However, two main problems are existed in curtain wall construction method. One is an uniformity of construction quality and the other is a repair work of stone panels. Also, the noise and vibration occurring in construction may be cause of civil complaint. Therefore, a new method is needed to overcome these problems. This paper presents a new stone curtain wall system using under cut anchor and secondary holes that was developed in this study. Additionally, structural performance evaluation was conducted to verify the constructability and structural safety for wind pressure and seismic load. Through the evaluation of this method, improved constructability and economic efficiency were verified.

• Fire Science and Engineering
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• v.25 no.4
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• pp.22-27
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• 2011

Fire resistance ceiling system is the structure of which the ceiling installed under the slave of the structure has the fire resistance performance. Because of having the fire resistance performance, fire resistive coatings on steel beams can be reduced and large span structures can be constructed. So, it have advantages of convenience for construction, shorten for construction time and cost reducing. In foreign country, it is general that one system consisting of slave and ceiling is constructed as a fire resistance system. But in Korea, there are no fire resistance ceiling systems thus economical efficiency due to being high-rise and light-weight of structures is not secured. Therefore research and development of nominal fire resistance ceiling systems is necessary. On this study, fire resistances of standard non-loadbearing ceiling systems were assessed and basic informations for developing the fire resistance non-loadbearing ceiling systems were presented.

• 레미콘
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• s.85
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• pp.34-38
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• 2005

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• autumn
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• pp.464-467
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• 2002

In Korea construction project case, architectural construction project is curtailed production because information network process within multidisciplinary isn't smooth. Particularly, the construction is not insufficient about performance, cost and material, construction process, etc. in result various question arises because of design error in construction step. And various mistake is made because communication path within multidisciplinary isn't smooth in architectural design and design change process. This research proposed the optimization method of building system which is satisfied with performance of building, cost, constructability, and proposed the information management plan which is connected with that. And The construction information in this research is restricted to design/construction information which is considerate in design step.

• Proceedings of the KIEE Conference
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• 1999.07c
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• pp.1347-1350
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• 1999

접지는 최근까지 대형 변전소를 제외한 대부분의 분야에서 정확한 현장 분석 없이 단순히 접지저항만을 계산하여 시공하고 있다. 본 논문에서는 접지 설계에 필수적인 시공 현장의 대지저항률을 실측하여 컴퓨터 시뮬레이션을 통해 지질특성을 분석한 후, 3가지 방식의 접지시스템을 현장에 맞게 설계 시공하였다. 각각의 접지 시스템의 시공은 동일한 장소에서 이루어 졌으며, 시공된 각각의 접지시스템들의 결과를 실측하여 접지 설계에 따른 시공 성능을 확인하였으며, 접지시스템들의 성능과 특성을 상호 비교 분석함으로써 현장에 가장 적합한 접지시스템을 제안하였다.

• Journal of the Korea Institute of Building Construction
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• v.11 no.2
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• pp.189-199
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• 2011

Installation of a proper root barrier in a green roof system is very important in order to protect the concrete slab of roof and the root penetration in the waterproofing layer. To select the proper root barrier materials and methods, it is necessary to understand the environmental conditions affecting the waterproofing-root barrier system in green roof construction site. Therefore, we suggested as the environmental performance indexes four kinds of performance requirements; root penetration, chemical attack by chemical agent or fertilizer, load impact by soil depth and size of plant, and water pressure. The related four test methods were suggested for the inspection of these performance indexes. In this research, we could suggest for kinds of test methods as standard test methods to evaluate the environmental performance of waterproofing-root barrier for greening roof system.

• Journal of the Korea institute for structural maintenance and inspection
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• v.23 no.5
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• pp.96-103
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• 2019

Middle-rise reinforced concrete residential buildings account for a large portion of the Korea, and structural performance analysis are needed for problems that could occur during the construction of such buildings. Thus, a middle-rise reinforced concrete residential building with 25 stories are selected as a sample model for structural performance analysis. The structural analyses are performed by dividing a sample model into the construction stage models of the 5th, 10th, 15th, 20th and 25th floors and the completion stage models with the design completed. For the comparisons of structural performances, Eigenvalue analysis results and lateral-load-resisting capabilities and structural design performances of structural members are analyzed. As a result of analyses, it was confirmed that both the construction and completion stage do not exceed KBC criteria limits at the lateral displacement and story drift ratio, and structural design performances of structural members confirm structural safety in all components except for some members of the wall. Therefore, it was concluded that if structural stability is obtained during the completion stage of a middle-rise reinforced concrete residential building, structural stability is secured under construction.

• Proceedings of the KIEE Conference
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• 2009.04a
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• pp.80-83
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• 2009

현장 대지구조의 측정과 분석은 정확하고 신뢰성 있는 접지시스템의 설계와 시공에 매우 중요하며, 특히 대지 구조의 분석은 접지방식의 선정과 시공에 있어 절대적인 요소이다. 현장 측정 대지저항률의 실제적 분석을 통해 더 정확한 접지설계와 접지의 효율성을 높일 수 있으며, 시공 후 접지성능의 설계 오차를 최소화할 수 있게 된다. 대지는 다양한 형태의 지층과 구조로 이루어져 있으며, 접지설계의 신뢰성과 정확성은 대지 조건을 얼마나 현장 지질 조건에 가깝게 모델링 하는가에 달려있다. 현장 대지구조 및 지질 특성에 가깝게 분석하여 적용된 접지 설계는 시공 오류의 최소화, 성능의 안정화 그리고 비용의 절감은 물론 운용 설비의 운용 품질을 높여 주게 된다. 본 연구에서는 현장에서 측정된 대지저항률을 수직 지층와 수평지층 구조로 분석하여 그 결과를 비교하였고, 분석된 각각의 구조 대지저항률을 적용하여 접지시스템을 설계 비교하였다. 또한 설계된 접지시스템을 현장에 시공하여 측정된 결과값을 수직구조의 접지 설계치와 수평구조의 접지 설계치를 비교하므로써, 이를 통해 대지구조의 유형분석에 따른 접지설계의 신뢰성과 오류를 최소화하기 분석방안을 제시하였다.