• Journal of Korean Tunnelling and Underground Space Association
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• v.17 no.4
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• pp.415-428
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• 2015

With increase of the extension of long tunnels and urban tunnelling, demands on the new tunnelling technologies are raised. Currently, drilling and blasting tunnel construction method is mostly used, however, because of sever blast vibration for some occasions, complaints from local residents and rock damages are inevitable. Accordingly, TBM tunnelling is more efficient and effective for such conditions. Nevertheless, tunnel construction costs of TBM cannot compete that of the drill and blasting method in Korea. To overcome such limitations, various TBM equipments and construction technologies are required. In addition, continuous revision of the design standard and specification are required. In this study, a detailed explanation regarding the revised version of TBM section in the tunnel standard specification at 2015 is shown.

• Proceedings of the Korean Society of Medical Physics Conference
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• 2003.09a
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• pp.66-66
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• 2003

목적 : 선량측정의 정확성을 향상시키기 위하여 물 흡수선량 표준에 토대를 두고 있는 표준측정법, AAPM TG-51과 IAEA TRS-398, 이 발표되어 선량측정의 파라다임이 변화하고 있다. 본 연구에서는 이들 대표적인 표준측정법에 대하여 사용자 편의성을 고려하여 웹에 기반한 선량교정 프로그램을 개발하고자 한다. 대상 및 방법 : 미국의학물리학회 AAPM TG-51과 국제원자력기구 IAEA TRS-398 표준측정법에 선량교정 프로그램은 Microsoft IIS 6.0 웹서버와 .NET 플렛폼상에서 Visual Studio. NET 도구를 사용하여 개발하였다. 개발언어로는 C# 언어를 사용하였고 각 표준측정법에 대한 선량교정 작업서는 ASP. NET 페이지로 작성하였다. 웹페이지와 산량 교정 모듈을 분리하여서 개발 후 유지보수가 쉽게 설계하였다. 또한 기준점에서의 선량 계상에 사용하는 모든 물리적인 파라미터와 데이터는 데이터베이스에 저장하였다. 이로써 향후 수식체계의 변화 또는 물리적인 데이터의 변화로 인한 프로그램 수정이 최소화하도록 하였다. 결과 : 이들 표준측정법은 모두 물 흡수선량 교정인수에 토대를 두고 있으나 측정 조건 및 물리적인 자료 에 있어 약간의 차이를 보이고 있다. 그러므로 각 표준측정법간의 유사점 및 차이점을 비교 분석하기가 용이하였다. 그리고 개발된 프로그램을 이용하여 표준측정법에서 제시된 선량교정 작업서에 따라 선량 교정을 수행한 교정 결과 데이터를 XML 파일 형식으로 저장하여 이전의 측정 자료를 관리할 수 있게 하였다. 이 과거 측정 자료를 사용하여 출력 선량 교정의 변화 및 기타 중요한 물리적인 데이터 값의 변화를 분석할 수 있다. 결론 : 두 표준측정법에 대한 선량교정 프로그램은 사용자가 선호하는 표준측정법을 선택할 수 있고, 웹에 토대를 두고 있어 프로그램으로 전국 방사선종양학과의 방사선치료기기의 출력 및 물리적인 변화에 대한 자료를 비교 분석하기 용이하고 수작업으로 인해 발생할 수 있는 실수 및 오차를 줄일 수 있다. 또한 개발된 프로그램의 활용을 통하여 국내 실정에 적합한 물 흡수선량 표준에 기반한 표준측정법 개발에 토대를 마련하는데 있어 기여할 것으로 사료된다.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• 2013.05a
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• pp.427-429
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• 2013

DGPS Reference Station the national infrastructure generates the DGPS correction information for Differential GPS. Currently, South Korea operates the software based DGPS reference station using the next generation DGPS architecture in order that upgrade the hardware based DGPS reference station. However the software based DGPS reference station proposed by USCG has not changed just a form of its structure but intimate architecture. Accordingly, It can't strengthen the advantages of software based architecture. In this paper, I will propose a new software architecture design that is integrated with DGPS reference station and integrity monitor. This architecture is more simple than existing one so can use the maritime DGPS reference station which is required more simple structure.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.18 no.2
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• pp.282-288
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• 2014

The DGPS reference station is a national infrastructure generating GPS correctional information and transmitting the signal for Differential GPS. Currently, Korea has applied and operated the software-based DGPS reference station as a standard of the next generation proposed by the USCG in order to improve the hardware-based DGPS reference system. However, software-based DGPS reference station proposed by USCG was changed in software method, only for form. There is no advantage to changing software-based because the most critical part of architecture has not been improved. In this paper, we have designed a new software-based marine DGPS station architecture that a reference station software and a monitor station were integrated. The new marine DGPS station architecture based on software is a more simplified structure than it used to be and can be utilized in the DGPS reference station.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.33 no.2
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• pp.455-464
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• 2013

If North Korea continuously remains an isolated nation without social interaction with South Korea, the gaps in the theoretical and technological status in construction technology become greater between North and South Korea. Therefore if interactions between North and South Korea can be made, there will be significant improvement in infrastructure technological performance can be made(i.e., Reinforced Concrete bridges). This study was performed to compare and analyze data related to the design standards of North Korean RC bridges and to execute a structural analysis based on standard design specifications of RC slab bridges. Especially, basic study of analyzing the influences on design truck loads of North and South Korea was conducted for the purpose of predicting the performance of North Korean RC slab bridges and the safety levels of traveling vehicles in advance. It is expected that the results of this study can be used as fundamental data for the set-up of South-North RC bridge specification when South and North Korea enter a stage of cooperation and interaction between South and North Korea are actively pursued to prepare for reunification.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.27 no.4
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• pp.305-312
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• 2014

The current American Concrete Institute(ACI), Canadian Standard Associate(CSA) and CEB-FIP Model Code 2010 provisions on the shear strength of a simply supported deep beam suggest that deep beams should be designed using the strut-and-tie model. Although this is a useful methodology to design members in disturbed regions, the quality of the design is highly dependent on the truss model that designers create. However, Hong et al. derived the shear strength equations of reinforced concrete deep beams. This thesis investigates the validity of the current ACI, CSA and CEB-FIP code provisions on the shear strength of simply supported reinforced concrete deep beams by comparing them with the shear strength equations proposed by Hong et al. The comparison shows that all of these code provisions provide reasonable estimates on the shear strength of concrete deep beam members and the selection of an internal truss model plays an important role on the estimation of shear strength.

• Proceedings of the KIEE Conference
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• 2005.10a
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• pp.113-117
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• 2005

사무소용 빌딩과 같은 전력다소비 건물에서는 전력의 효율적 이용에 의한 에너지절감을 위해서 설계 단계부터 합리적인 전기설비 설계가 요청되고 있다. 본 연구에서는 사무소용 빌딩을 중심으로 일본과 우리나라에 있어서 일반전등전열부하 및 일반동력부하의 전력 소비특성을 조사 분석하였고, 전기설계사무소의 설계단계에서 적용하는 수용률값을 조사하였다. 조사된 자료의 전체 특징과 중심적인 경향을 알아 보기 위해서 평균값 표준편차, 최대값, 최소값, 중앙값 등의 특징파라메터를 분석하였고, 회귀분석을 통한 선형적인 방법과 비선형적인 방법으로 그 경향을 확인하였다. 그 결과 국내 합성 수용률/부등률 평균값은 46.4%로 나타나 전력용변압기는 용량에 있어서 많은 여유를 가지고 있는 것으로 나타났다. 이를 토대로 변전설비용량의 합리적인 설계를 위하여 부하종별 수용률 기준(안)을 제시하였고, 변전설비용량 산정에 필요한 자료를 데이터베이스화하였다.

• Journal of the Korea Institute of Building Construction
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• v.23 no.3
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• pp.285-293
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• 2023

In this research, we embarked on a meticulous analysis of the challenges inherent in real-world scenarios relating to the durability design standards of engineered concrete structures and the assessment of carbonation durability in concrete guidelines. Our investigation brought to light substantial issues concerning constructability and quality assurance. The genesis of these problems is the exclusive application of prescribed strength to exterior walls, neglecting other elements to facilitate smoother licensing procedures. While this methodology aims to mitigate financial constraints in alignment with enhanced standards, it invariably invites complications. Furthermore, it is imperative to resolve the uncertainty surrounding durability evaluations by establishing a clear and definitive objective. Alongside this, actionable steps must be formulated to forestall the emergence of fissures between the floors of residential buildings, particularly apartment complexes. It is equally essential to tackle issues connected to application by devising a comprehensive management strategy for potential cracking during the phase of maintenance.

• Korean Journal of Construction Engineering and Management
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• v.22 no.6
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• pp.96-106
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• 2021

The PC structure based on the OSC (Off-Site Construction) is mentioned as a representative method of innovation in the construction industry that converts the existing construction environment from site-centered to factory production-transportation-site assembly. However, recent research on PC method has focused on improving the functions of subsidiary materials and improving the production system to increase productivity and institutional / policy R&D that can be universally applied to the life-cycle stage of ordering / design /construction is insufficient. In particular, the absence of standardized cost calculation standards makes it difficult to calculate and verify of objectified appropriate construction cost. So which is an obstacle to the activation of the PC method. In this study, the standards for construction costs of domestic and foreign PC method were surveyed and similar Construction Standard Production Rates were analyzed to confirm the product structure suitable for PC method. Subsequently, the construction procedures and input resources for each PC subsidiary materials were identified through on-site surveys to derive component for subsidiary materials, and the factors of change in the product according to the construction characteristics(height, weight of subsidiary material) were verified. As a result the standard product calculation system suitable for the site installation of the PC method for apartment was presented.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.29 no.9A
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• pp.1005-1012
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• 2004

In this paper, we have analyzed minimum performance required for W-CDMA Handset from standard and Implemented the receiver for W -COMA Handset. We have derived the noise figure and IIP3 of receiver and determined the selectivity about adjacent channel and minimum performance for front-end stage. Before the Implementation, we have verified the performance using AOS simulator In conclusion, we have implemented the receiver for W-COMA Handset using the heterodyne architecture and performed measurement. Therefore, this paper wlll gIVe a guideline for design of the W -COMA Handset.