• 한국산학기술학회논문지
• /
• 제16권5호
• /
• pp.3587-3595
• /
• 2015

본 연구에서는 저비용의 저심도 도시철도시스템을 구축하기 위하여 산업부산물인 고로슬래그 미분말, 플라이애시 및 급냉 전기로 산화슬래그를 사용하여 개발된 저탄소 친환경 PC 박스용 콘크리트의 역학적 성능 및 내구성을 평가 하였다. 역학적 특성을 평가한 결과, 재령 1일 압축강도는 모든 조건에서 설계기준강도($f_{ck}$) 35MPa의 90% 이상 강도 발현 하는 것으로 나타나 공기단축 가능으로 건설비용을 절감할 수 있을 것으로 판단된다. 또한, 소요의 물성 및 설계기준강도($f_{ck}$) 35MPa를 만족하는 범위에서 시멘트 단독 사용 조건보다 염소이온침투성 및 확산계수가 낮게 나타나 내염성능이 우수한 것으로 나타났으며, 동결융해 저항성 및 화학저항성의 경우에도 내구성능이 우수한 것으로 나타났다. 따라서 저탄소 친환경 PC 박스용 콘크리트를 사용할 경우, 시멘트 제조 시 발생되는 이산화탄소 및 환경부하를 저감할 수 있을 것으로 기대된다.

• 항공우주시스템공학회지
• /
• 제15권1호
• /
• pp.56-62
• /
• 2021

본 논문은 고정익 유·무인기 협업을 모의하는 원격공중통제 시뮬레이터에 관하여 기술한다. 무인기의 급격한 기술개발을 통해 무인기의 임무 능력은 크게 성장하였다. 무인기의 역할은 단순 정찰 임무에서 부터 전자전, 근접 공중 지원, 유·무인 협업과 같은 복합 임무까지 수행할 수 있도록 발전하고 있다. 이에, 지상에서 이러한 복합 임무를 모의할 수 있는 환경에 대한 개발 요구가 커지고 있다. 원격공중통제 시뮬레이터는 고정익 유·무인기 협업 기술 개발을 위해 지상에서 유·무인 협업 임무모의 수행을 위하여 개발되었다. 최신의 유·무인 협업 연구 사례와 더불어 원격공중통제 시뮬레이터의 무인기 임무 수행 모의 환경 활용과 적용에 대하여 기술하고자한다.

• Geomechanics and Engineering
• /
• 제29권3호
• /
• pp.207-218
• /
• 2022

In submerged floating tunnels (SFTs), a next-generation maritime transportation infrastructure, the tunnel module floats in water due to buoyancy. For the effective and economical use of SFTs, connection with the ground is inevitable, but the stability of the shore connection is weak due to stress concentration caused by the displacement difference between the subsea bored tunnel and the SFT. The use of an elastic joint has been proposed as a solution to solve the stability problem, but it changes the dynamic characteristics of the SFT, such as natural frequency and mode shape. In this study, the finite element method (FEM) was used to simulate the elastic joints in shore connections, assuming that the ground is a hard rock without displacement. In addition, a small-scale model test was performed for FEM model validation. A parametric study was conducted on the resonance behavior such as the natural frequency change and velocity, stress, and reaction force distribution change of the SFT system by varying the joint stiffness under loading conditions of various frequencies and directions. The results indicated that the natural frequency of the SFT system increased as the stiffness of the elastic joint increased, and the risk of resonance was the highest in the low-frequency environment. Moreover, stress concentration was observed in both the SFT and the shore connection when resonance occurred in the vertical mode. The results of this study are expected to be utilized in the process of quantitative research such as designing elastic joints to prevent resonance in the future.

• 전자공학회논문지CI
• /
• 제48권4호
• /
• pp.9-20
• /
• 2011

미래 전쟁의 양상은 네트워크 중심전(network-centric warfare) 및 효과중심 작전(effects-based operations)으로 변화하고 있다. 전장에서 적을 먼저 발견하고 타격하기 위해서는 실시간 표적획득 및 첩보수집, 정확한 상황판단과 적시적인 지휘결심이 필요하다. 첨단 센서기술과 무선네트워크의 급속한 발전으로 인하여 전장감시의 운영개념에도 큰 변화가 요구된다. 특히, 자동화된 정보수집 자산이 부족한 지상군에게 있어서 전장감시 센서네트워크시스템의 도입은 필수 과제이다. 따라서 이 논문에서는 지상군 작전에서 적의 조기 발견과 전장가시화에 필요한 전장감시 센서네트워크시스템 구축을 위한 온톨로지 기반 상황인식 프레임워크를 제안한다. 제안한 온톨로지 기반 상황인식 프레임워크의 성능을 상황정보시스템의 평가방법을 적용하여 기존 시스템과 비교 분석한 결과 양호하게 평가되었으며, 장비협업도를 활용한 구조적 평가방법으로도 만족한 결과를 입증하였다. 온톨로지 기반 상황인식 프레임워크는 확장성과 재사용성의 측면에서 매우 장점이 많은 방식으로서, 향후 지상군 감시정찰체계에 폭 넓게 확대 적용할 수 있다. 또한, 온톨로지로 인한 데이터 량의 증가, 집중화로 인한 네트워크 대역폭 제한 및 처리시간 증가 문제들은 제대별 임무와 특성에 맞게 커스터마이징하거나, 차세대 통신 인프라의 구축으로 인하여 지능형 감시정찰 서비스를 촉진시키게 되므로 지상군의 정보능력 확충에 크게 기여할 것으로 기대된다.

• 한국측량학회지
• /
• 제25권6_1호
• /
• pp.565-574
• /
• 2007

Because of most current cadastral systems maintain 2D geometric descriptions of parcels linked to administrative records, the system may not reflect current tendency to use space above and under the surface. The land has been used in multi-levels, e.g. constructions of multi-used complex buildings, subways and infrastructure above/under the ground. This cadastre situation of multilevel use of lands cannot be defined as cadastre objects (2D parcel-based) in the cadastre systems. This trend has requested a new system in which right to land is clearly and indisputably recorded because a right of ownership on a parcel relates to a space in 3D, not any more relates to 2D surface area. Therefore, this article proposes a 3D spatial data model to represent geometrical and topological data of 3D (property) situation on multilevel uses of lands in 3D cadastre systems, and a conceptual 3D cadastral model in Korea to design a conceptual schema for a 3D cadastre. Lastly, this paper presents the results of an experimental implementation of the 3D Cadastre to perform topological analyses based on 3D Network Data Model to identify spatial neighbors.

• 한국군사과학기술학회지
• /
• 제21권6호
• /
• pp.826-841
• /
• 2018

The military satellite communication of ROK military, ANASIS is designed for analog data such as voice and streaming data. ANASIS cannot fully support ALL-IP communications due to its long propagation delay. The next generation satellite communication system is being designed to overcome the limitation. Next generation satellite communications system considers both high-speed and low-speed networks to support various operating environment. The low-speed satellite supports both broadband and narrow-band communication. This network works as the infrastructure for of wide-area internetworking over multiple AS's in the terrestrial network. It requires minimum satellite frequency and minimum power and works without PEP and router. In this paper, we propose a network operation structure to enable the inter-operation between high and low-speed satellite networks. In addition, we propose a data link protocol for low speed satellite networks.

• 한국안전학회지
• /
• 제34권1호
• /
• pp.45-52
• /
• 2019

Accident analysis models were developed to improve the construction site safety and case studies was conducted. In 2016, 86% of fatality accidents occurred due to simple unsafe acts. Structure related accidents are less frequent than the non structure related causes, but the number of casualties per accident is two times higher than non structure one. In the view of risk perception, efforts should be given to reduce accidents caused by low frequency - high consequence structure related causes. In case of structure related accident, structural safety inspection and management (including quality), ground condition management / inspection technology, and provision of risk information delivery system in case of non structure related accident were proposed as a solution. In analysis of relationship between safety related stakeholder, the main problem were the lack of knowledge of controller and player, loss of control due to duplicated controls, lack of communication system of risk information, and relative position error of controller and player.

• 한국환경복원기술학회지
• /
• 제26권1호
• /
• pp.47-59
• /
• 2023

Due to climate change and urbanization, abnormally high temperatures and heat waves are expected to increase in urban and deteriorate thermal comfort. Planting of street trees and changing the albedo of urban surfaces are the strategies for mitigating the thermal environment of urban, and both of these strategies affect the exposure and blocking of radiative fluxes to pedestrians. After measuring the shortwave and longwave radiation according to the ground surface with different albedo and the presence of street trees using the CNR4 net radiometer, this study analyzed the relationship between this two strategies in terms of thermal environment mitigation by calculating the MRT(Mean Radiant Temperature) of each environment. As a result of comparing the difference between the downward shortwave radiation measured under the right tree and at the control, the shortwave radiation blocking effect of the tree increased as the downward shortwave radiation increased. During daytime hours (from 11 am to 3 pm), the MRT difference caused by the albedo difference(The albedo of the surfaces are 0.479 and 0.131, respectively.) on surfaces with no tree is approximately 3.58℃. When tree is present, the MRT difference caused by the albedo difference is approximately 0.49℃. In addition, in the case of the light-colored ground surface with high albedo, the surface temperature was low and the range of temperature change was lower than the surrounding surface with low albedo. This result shows that the urban thermal environment can be midigate through the planting of street trees, and that the ground surface with high albedo can be considered for short pedestrians. These results can be utilized in planning street and open space in urban by choosing surfaces with high albedo along with the shading effect of vegetation, considering the use by various users.

• 한국지반신소재학회논문집
• /
• 제15권4호
• /
• pp.9-16
• /
• 2016

2004년 일본의 니가타켄 츄에츠 지방의 나가오카, 오지야시에서 1,450개 이상의 지하구조물이 1.5m까지 부상하였다. 융기손상은 Lifeline 시스템의 일부인 하수 시스템의 흐름뿐만 아니라 교통흐름을 방해로 인해 심각한 문제를 야기 시킨다. 복구작업의 경우 손상된 하수 시스템의 오픈 컷 조사는 나가오카시 정부에 의해 수행되었다. 지진으로 인한 매설된 파이프 라인의 손상에 대한 중요한 데이터는 조사결과로부터 수집하였다. 본 연구는 지하 구조물의 부상량에 영향을 미치는 요인을 SPT 시추공 logs를 통해 손상된 지역의 위치와 파이프라인의 경사를 포함하는 데이터를 사용하여 조사하였다. 지하구조물의 부상과 영향을 받는 지역의 지질학적 특성 사이의 상관관계 분석을 통해 부상현상의 주요변수는 지하수의 깊이, 원지반에서의 점토층 두께, SPT N값인 것으로 밝혔다.

• Earthquakes and Structures
• /
• 제18권2호
• /
• pp.147-162
• /
• 2020

This paper presents a novel precast energy dissipation shear wall (PEDSW) structure system that using mild steel dampers as dry connectors at the vertical joints to connect adjacent wall panels. Analytical studies are systematically conducted to investigate the seismic performance of the proposed PEDSW under sequence-type ground motions. During earthquake events, earthquake sequences have the potential to cause severe damage to structures and threaten life safety. To date, the damage probability of engineering structures under earthquake sequence has not been included in structural design codes. In this study, numerical simulations on single-story PEDSW are carried out to validate the feasibility and reliability of using mild steel dampers to connect the precast shear walls. The seismic responses of the PEDSW and cast-in-place shear wall (CIPSW) are comparatively studied based on nonlinear time-history analyses, and the effectiveness of the proposed high-rise PEDSW is demonstrated. Next, the foreshock-mainshock-aftershock type earthquake sequences are constructed, and the seismic response and fragility curves of the PEDSW under single mainshock and earthquake sequences are analyzed and compared. Finally, the fragility analysis of PEDSW structure under earthquake sequences is performed. The influences of scaling factor of the aftershocks (foreshocks) to the mainshocks on the fragility of the PEDSW structure under different damage states are investigated. The numerical results reveal that neglecting the effect of earthquake sequence can lead to underestimated seismic responses and fragilities, which may result in unsafe design schemes of PEDSW structures.