• Journal of the Society of Disaster Information
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• v.13 no.3
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• pp.358-365
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• 2017

As the damage caused by disasters increases rapidly around the world, it is necessary to develop the technology for equipment to reduce human injury. Therefore in the support of fire safety and 119 rescue and rescue technology research and development project, in the "Development of a power assist device for a fireman to rescue humans(2015 ~ 2018)" for life saving restoration, we are developing equipment that satisfies the lifting performance considering the disaster environment and the disaster response scenario(Amount of load over 100 kg, height of over 1 m, height over middle 60 cm, speed over 0.2 m/s). In this study, we propose a lifting performance and environmental test method to evaluate the usefulness of the power-assisted device and analyze and verify detailed specifications of the device through dynamics analysis of the lifting performance test. This study suggests that the proposed test method can be applied practically to evaluate whether a stable performance of a power-assisted device is achieved.

• Korean Journal of Construction Engineering and Management
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• v.8 no.6
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• pp.216-226
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• 2007

The efficient vertical lift planning has been brought into relief in high-rise building construction projects. Particularly, the selection and stability examination of the tower cranes is the most important elements in vertical lift planning. Therefore, professional knowledge is needed to full fill the site condition for the plan. However, there are short of the number of specialists and information about tower cranes. This study proposes a system for the selection of the optimum tower cranes (Opt-TC) in high-rise building construction projects. The Opt-TC can give the selection and stability examination of tower cranes at once in real-time.

• Proceedings of the Korea Information Processing Society Conference
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• 2005.05a
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• pp.1095-1098
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• 2005

본 논문은 IPS 구축에 있어서 핵심적인 역할을 수행하는 운영체제를 위해 최근 각광을 받고 있는 Embedded Linux Kernel 의 성능을 테스트하기 위한 환경을 구축한다. Benchmarking tool 인 UnixBench 프로그램을 사용하여 성능을 테스트 한다. 또한 standard kernel 의 성능 테스트도 같이 포함하여 종합적으로 성능 결과를 비교 분석한다. 이런 실험 결과를 통해서 IPS 시스템에 적합한 임베디드 리눅스 운영체제 결정을 하고자 한다.

• Proceedings of the Korean Society for Information Management Conference
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• 2005.08a
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• pp.295-304
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• 2005

XQuery는 W3C에서 가장 최근에 발표한 XML 질의 언어 표준 초안으로 다양한 형태의 XML 데이터소스에 폭넓게 적용할 수 있도록 설계되어 있다. 또한 XQuery는 데이터 내용뿐만 아니라 구조 검색에 대해 경로 질의를 이용하여 쉽고 간단하게 처리할 수 있는 특징이 있다. 본 연구애서는 XQuery를 지원하는 XML 검색시스템을 설계 및 구현하고, 개발된 시스템(Litch Search Server)을 INEX 2004를 통해 구조적인 질의에 대한 성능을 평가하여 그 개략적인 결과에 대하여 기술하고 있다.

• Korean Journal of Construction Engineering and Management
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• v.15 no.4
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• pp.77-85
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• 2014

A construction temporary work is main process and importance trade section. It has many works and facilities such as temporary transfer equipments which tower crane, and lift, and architectural temporary facilities which temporary office, temporary warehouse, and site test laboratory, and construction temporary equipments which scaffoldings, work plates, construction supports, and forms to set and to use in under construction and to remove in the end. A technology system of construction temporary has very low availability of field works and needs improvements in Korea as construction site has a quick response about new requirements. This study is organized existing technology systems and new technologies for field works, and developed breakdown structure of construction temporary technologies to be a basic of temporary technologies as review with site managers. For this, it will improve to be a knowledge and information system as a research of a performance and an availability about a construction temporary technology index.

• Journal of the Korea Concrete Institute
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• v.26 no.1
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• pp.35-46
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• 2014

Two types of cast-in-place concrete-filled hollow PC (HPC1, HPC2) columns were developed to reduce lifting load of heavy-weight PC columns and to improve the structural integrity of joints. To form the hollow PC columns, a couple of prefabricated PC panels was used for HPC1, and special hoops were used for HPC2. Lateral pressure of wet concrete on PC faces was measured while placing the concrete inside the columns. To evaluate the seismic resistance, full scale specimens of two HPC columns and a conventional RC column were tested under combined axial compression and lateral cyclic loading. The test results showed that the structural performance of the proposed HPC columns such as intial stiffness, maximum strength, and displacement ductility was comparable to that of the conventional RC column, but the energy dissipation of HPC2 slightly decreased after rebar-buckling. However, all the test specimens satisfied the energy dissipation requirement specified in ACI 374.

• Proceedings of the Korean Information Science Society Conference
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• 2011.06a
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• pp.551-554
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• 2011

덮어쓰기 제약(overwirte limitation)과 삭제 횟수 제한(limitted erase cycle)이 있는 플래시 메모리의 특징이 의하여, 플래시 메모시는 시스템에서 요청한 쓰기 요청보다 많은 수의 쓰기 연산을 수행하게 되는데, 시스템에서 요청한 쓰기요청과 실제 쓰기 연산 간의 비율을 쓰기 증폭 인자(Write Amplification Factor, 이후 WAF)라 한다. WAF는 성능과 신뢰성에 중요한 요소로 본 논문에서는 WAF를 예측 할 수 있는 분석모델을 제안한다. 제안된 모델은 페이지 사상 FTL, 블록 사상 FTL, 혼합 사상 FTL 등 다양한 FTL에서 WAF를 예측 할 수 있으며, 예측에 사용되는 매개 변수로 이용율(utilization), 무작위율(randomness), 연관도(Associativity)만을 사용하여 단순하다는 특성이 있다. 본 논문은 실제 Linux 환경에서 측정한 WAF와 비교 분석 결과 제안된 모델이 WAF를 정확히 예측 할 수 있음을 발견하였다.

• Proceedings of the Korea Information Processing Society Conference
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• 2005.05a
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• pp.1405-1408
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• 2005

이동성 관리 기술은 인터넷의 주요 접속 수단이 고정 접속 환경에서 이동 접속 환경으로 빠르게 변화함에 따라 그 중요성이 점차 커지고 있다. 특히 IP 기반의 차세대 유무선 통합망은 기지국마다 라우터가 구현되는 형태를 가정하고 있으므로 IP 를 기반으로 한 이동성 관리 기술의 제공은 필수적인 요소이다. 현재의 Mobile IP 는 빠른 이동성의 지원이 미약하여 차후 다양한 IP 멀티미디어 서비스 지원을 위한 신속한 핸드오버 시에는 많은 문제점을 가지고 있다. 따라서 본 논문에서는 SIP 를 기반으로 한 계층적 이동성 및 세션 관리 메커니즘에 대해서 제안한다. SIP 는 다양한 무선 액세스망에 상관없이 이동성 관리를 제공해 줄 수 있을 뿐만 아니라 세션 관리 기능까지 제공해 줄 수 있다. SIP 서버의 기능을 분산화 시킨 계층적 구조로서 이동성 및 세션 관리 기술을 제시하고 시뮬레이션을 통해 현재 제안된 이동성 관리 프로토콜인 Mobile IP 와의 비교를 함으로서 성능을 측정, 분석한다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.26 no.1
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• pp.89-97
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• 2013

With regard to complex-shaped tall buildings whose plans and constructions have been gradually on the increase, this study was aimed to analyze their structural behaviors during construction by applications of construction sequences analyses to prototype models. For twisted tall buildings, total 18 models of with three conditions of a lateral load-resisting system, a twisting angle, and a construction method were selected. A diagrid system and a braced tube system were applied as a lateral load-resisting system. For each lateral load-resisting system, three types of plan with $0^{\circ}$, $1^{\circ}$, and $2^{\circ}$ twisting angles and three construction methods with construction sequences of exterior tube and interior frame were assumed. The structural performances of tall buildings under constructions were analyzed with results of lateral displacements from construction sequence analyses. Also, construction performances of the construction period and the maximum lift weight were compared.

• Journal of the Korea Institute of Building Construction
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• v.11 no.4
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• pp.326-332
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• 2011

Carbon, Aramid, Boron and Glass fibers are used as fibrous materials to promote structural bearing strength. Of these fiber types, carbon fiber is the most commonly used material, and is characterized by having a one-way direction, which is strengthened by tensile strength due to the attached direction only, while other types of fibers are two-way. Therefore, when applied in the field, the attachment direction of fiber is a very important factor. However, when fiber direction is not mentioned in the design drawing, there sometimes is no improvement in structural strength, as the fiber is being installed by a site engineer or workers who lack structural knowledge. The purpose of this study was to propose an optimal direction of carbon fiber through a comparison & analysis of reinforcing efficiency with reinforced experimental columns that used carbon fibers in each of the inclined, horizontal and vertical directions. According to the results, horizontal direction in the reinforced column was improved by 153.43%, but vertical direction was 104.61% only, and it was understood this was due to increased tensile strength along the fiber direction. For this reason, it is necessary to include information regarding fiber direction in design and site management.