• 한국산학기술학회논문지
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• 제19권9호
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• pp.20-29
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• 2018

최근 기후 및 홍수사상이 변화함에 따라 하천제방 붕괴 및 범람으로 인한 수재해 위험성이 증가하고 있는 추세이기 때문에 각종 수재해 시나리오에 대응 가능한 하천제방 유지관리 기술을 고도화할 필요가 있다. 본 논문에서는 하천제방의 효율적인 유지관리 및 재해 대응성 향상을 위하여 하천제방 안정성에 영향을 주는 주요 요소별 안전도맵 평가체계를 제안하고자 한다. 하천제방 안전도맵은 활동, 파이핑, 육안점검, 세굴, 제체재료 등의 안전도 지표를 GIS맵 상에 지도형태로 표출함으로써 육안으로 신속하게 위험지역을 파악할 수 있고, 피해발생 이후 피해복구를 실시하는 현 국내 제방관리 수준에서 벗어나 선제적인 대응을 통해 하천제방 유지관리의 효율성을 극대화 할 수 있다. 본 논문은 기 제안된 활동, 파이핑, 육안점검 등을 포함한 하천제방 안전도맵 평가체계에 세굴, 제체재료 등을 추가 및 보완한 후속논문으로서, 1)문헌 및 자료 조사를 통한 세굴 및 제체재료 3등급 기준을 제시하였으며, 시범평가를 통해 2)남강지역 좌안 5개소의 홍수위지속시간에 따른 활동 및 파이핑 특성, 3)남강지역 좌/우안 9개소의 세굴 및 제체재료 특성 등을 평가하였다. 본 논문에서 제안하는 하천제방 안전도맵 평가체계는 향후 하천관리자 행동요령, 보수 보강공법 선정, 소요 예산 산정 등을 연계한 연구가 진행된다면 보다 현실적이고, 활용성 높은 연구가 될 것으로 판단된다.

• 한국도로학회논문집
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• 제19권2호
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• pp.103-112
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• 2017

PURPOSES : In this study, field performance evaluation of crack treatment of pavement and the feasibility of surface treatment of pavement are presented. The performance and cost of preventive maintenance methods have been previously verified, and the methods are being used in many developed countries and cities. However, the performance and cost of the system have not been verified in domestic, field applications. Therefore, in order to improve performance, the field performance is evaluated, and a reasonable cost is proposed. METHODS : Visual Inspection was conducted to evaluate the field application and performance of the preventive maintenance method. In addition, the PCI index was calculated from the results of visual inspection of the application area of the surface treatment method, and the performance life of each method was predicted. For the economic evaluation, life cycle cost analysis was performed using the life cycle cost analysis program. RESULTS :In order to evaluate and quantify the field performance of crack repair material, the residue condition of the pavement surface after crack treatment, rather than the performance of the material, is evaluated. In addition, the crack resistance and performance life of surface treatment methods are evaluated. The cost of currently available treatment methods are compared to the common pavement cut and overlay method, and it is determined that the preventive method is not economical based on life cycle cost analysis. CONCLUSIONS :Because of the characteristics of cracking, it is necessary to conduct the evaluation of currently applied methods and the analysis of the cause of damage, by visual inspection. Moreover, in order to evaluate the performance and economic suitability of the currently applied surface treatment methods, it is necessary to acquire information on application sections by monitoring their long-term conditions and performance.

• Advances in concrete construction
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• 제6권2호
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• pp.177-197
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• 2018

This paper presents a case study about the damages on the structural elements of a cast in place reinforced concrete (RC) building after a big fire which was able to be controlled after six hours. The fire broke off at the $2^{nd}$ basement floor of the building, which has five basements, one ground, and two normal floors. As a result of intensely stocked ignitable materials, it spread out to the all of the upstairs. In visual inspection, most of the typical fire damages were observed (such as spalling, net-like cracks, crumbled plasters, bared or visible reinforcement). Also, failures of the $2^{nd}$ basement columns were encountered. It has been concluded that the severity failures of the columns at the $2^{nd}$ basement caused utterly deformation of the building, which is responsible for the massive damages on the beam-column connections. All of the observed damages were categorized related to the types and presented separated regarding the floors. Besides to the visual inspection, the numerical analysis was run to verify the observed damaged on the building for columns, beams, and the connection regions. It is concluded from the study that several parameters such as duration of the fire, level of the temperature influence on the damages to the RC building. Also, it is highlighted by the study that if the damaged building is considered on the overall structural system, it is not able to satisfy the minimum service requirements neither gravity loads nor earthquake conditions.

• Journal of Trauma and Injury
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• 제19권1호
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• pp.89-92
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• 2006

Penetrating facial wounds are uncommon and are usually life threatening because of the possibility of brain damage. There are three possible pathways for penetrating the cranium through the orbit: via the orbital roof, via the superior orbital fissure, or between the optic canal and lateral wall of the orbit. Brain injuries resulting from the penetrating wounds show extensive parenchymal damage, hemorrhage, and brain edema. Transorbital penetrating wounds can lead to diverse lesions of the optical apparatus, including the eye globe, the optical nerve, and the chiasm. Moreover, intracerebral structures may be hurt, and bleeding and infection may occur. Early diagnosis and prompt debridement are the fundamental factors affecting the outcome of a penetrating facial wound. An 87-year-old man was admitted to the emergency department with a grinder impacted into the medial aspect of the right eye. On presentation, the man was fully conscious with a Glasgow Coma Scale score of 15 and complained of a visual disturbance of the right eye. Computed tomography demonstrated a right orbital medial and inferior wall fracture, a frontal bone fracture, and a contusional hemorrhage in frontal lobe of the brain. A craniotomy with hematoma removal and repair of the orbital floor was done. He showed no neurological deficits except right visual loss. This appears to be the first report of a man with a penetrating facial wound caused by a grinder, who presented with a potentially disastrous craniocerebral injury that did not lead to any serious neurological seguelae.

• 한국정보통신학회:학술대회논문집
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• 한국정보통신학회 2022년도 추계학술대회
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• pp.574-576
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• 2022

본 논문에서는 원격 모니터링이나 시뮬레이션 시스템에서 충격 효과를 그래픽으로 표시하는 기술을 개발하였다. 산업 현장의 장비나 시설을 실시간으로 점검하며 보수의 시기를 찾아내거나 사고의 예방을 위해 원격 모니터링이나 시뮬레이션 시스템이 활용되고 있다. 이러한 시스템들은 사용자들에게 시각정보를 제공하여 상황을 보다 이해하기 쉽도록 도움을 준다. 논문에서 제안하는 내부 충격의 그래픽 표시 기법은 3차원 그래픽을 활용하여 장비나 시설을 모델링하고, 장비에서 발생하는 충격과 손상의 위치를 볼륨 렌더링을 이용하여 내부에 표시하는 방법이다. 이는 장비 내부의 충격과 손상 위치에 볼륨 렌더링으로 충격파를 표시하여 보다 정확하게 문제점을 파악할 수 있다는 장점이 있다. 그리고 보다 강렬한 시각 효과를 통해 문제 상황을 보다 빨리 확인할 수 있을 것으로 기대한다.

• Smart Structures and Systems
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• 제9권3호
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• pp.207-230
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• 2012

Full-scale shake table seismic experiments and low-amplitude vibration tests on a masonry building are carried out to assess its seismic performance as well as study the effectiveness of a new multifunctional textile material for retrofitting masonry structures against earthquakes. The un-reinforced and the retrofitted with glass fiber reinforced polymer (GFRP) strips masonry building was subjected to a series of earthquake excitations of increasing magnitude in order to progressively induce various small, moderate and severe levels of damage to the masonry walls. The performance of the original and retrofitted building states is evaluated. Changes in the dynamic characteristics (lowest four modal frequencies and damping ratios) of the building are used to assess and quantify the damage states of the masonry walls. For this, the dynamic modal characteristics of the structure states after each earthquake event were estimated by performing low-amplitude impulse hammer and sine-sweep forced vibration tests. Comparisons between the modal results calculated using traditional accelerometers and those using Fiber Bragg Grating (FBG) sensors embedded in the reinforcing textile were carried on to investigate the reliability and accuracy of FBG sensors in tracking the dynamic behaviour of the building. The retrofitting actions restored the stiffness characteristics of the reinforced masonry structure to the levels of the original undamaged un-reinforced structure. The results show that despite a similar dynamic behavior identified, corresponding to reduction of the modal frequencies, the un-reinforced masonry building was severely damaged, while the reinforced masonry building was able to withstand, without visual damage, the induced strong seismic excitations. The applied GFRP reinforcement architecture for one storey buildings was experimentally proven reliable for the most severe earthquake accelerations. It was easily placed in a short time and it is a cost effective solution (covering only 20% of the external wall surfaces) when compared to the cost for full wall coverage by GFRPs.

• Composites Research
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• 제35권6호
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• pp.469-476
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• 2022

본 논문에서는 주기패턴 레이더 흡수 구조(RAS)에 다양한 손상을 모사하기 위한 저속충격시험을 수행하고 파손모드에 따른 전자기파 흡수 성능 특성 변화를 평가하였다. 주기패턴 레이더 흡수 구조는 주기패턴시트(PPS) 및 유리섬유강화플라스틱(GFRP)으로 구성되며 설계 및 제작된 구조는 X-band(8.2-12.4 GHz)에서 효과적으로 전자기파를 흡수하였다. 제작된 레이더 흡수 구조에 다양한 손상을 유도하기 위해 충격에너지에 따른 저속충격시험을 수행하였으며, 육안검사, 비파괴 검사 및 이미지 프로세싱을 이용하여 발생한 손상모드 확인 및 손상영역을 정량화하였다. 충격 전, 후 레이더 흡수 구조의 전자기파 흡수 성능은 자유공간 측정 시스템을 이용하여 평가하였다. 시험결과, 15 J의 낮은 충격에너지로 인해 발생한 크기가 작은 층간분리는 레이더 흡수 구조의 전자기파 흡수성능 변화에 큰 영향을 미치지 않았다. 그러나 충격에너지를 40 J 또는 60 J로 증가시켜 상대적으로 넓은 영역의 섬유파손 또는 관통파손이 발생한 구조에서는 전자기파 흡수 성능이 크게 저하되는 것을 확인하였다.

• Smart Structures and Systems
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• 제31권4호
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• pp.365-381
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• 2023

The existing vision-based techniques for inspection and condition assessment of civil infrastructure are mostly manual and consequently time-consuming, expensive, subjective, and risky. As a viable alternative, researchers in the past resorted to deep learning-based autonomous damage detection algorithms for expedited post-disaster reconnaissance of structures. Although a number of automatic damage detection algorithms have been proposed, the scarcity of labeled training data remains a major concern. To address this issue, this study proposed a semi-supervised learning (SSL) framework based on consistency regularization and cross-supervision. Image data from post-earthquake reconnaissance, that contains cracks, spalling, and exposed rebars are used to evaluate the proposed solution. Experiments are carried out under different data partition protocols, and it is shown that the proposed SSL method can make use of unlabeled images to enhance the segmentation performance when limited amount of ground truth labels are provided. This study also proposes DeepLab-AASPP and modified versions of U-Net++ based on channel-wise attention mechanism to better segment the components and damage areas from images of reinforced concrete buildings. The channel-wise attention mechanism can effectively improve the performance of the network by dynamically scaling the feature maps so that the networks can focus on more informative feature maps in the concatenation layer. The proposed DeepLab-AASPP achieves the best performance on component segmentation and damage state segmentation tasks with mIoU scores of 0.9850 and 0.7032, respectively. For crack, spalling, and rebar segmentation tasks, modified U-Net++ obtains the best performance with Igou scores (excluding the background pixels) of 0.5449, 0.9375, and 0.5018, respectively. The proposed architectures win the second place in IC-SHM2021 competition in all five tasks of Project 2.

• 헤리티지:역사와 과학
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• 제55권2호
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• pp.102-111
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• 2022

흰개미는 사회성 곤충의 일종으로 목조건축문화재의 주요 손상 원인 중 하나이다. 흰개미 피해는 문화재의 원형 가치와 구조적 안정성을 저해하므로 흰개미 피해가 발생하기 전 예방하는 것이 중요하다. 본 연구는 목조건축문화재 흰개미 피해 예방을 위한 기초 연구로, 전국에 분포한 국가지정 목조건축문화재의 흰개미 피해 현황을 파악하고자 하였다. 국가지정 목조건축문화재 362건(국보 25건, 보물 157건, 국가민속문화재 180건), 1,104동을 대상으로 국립문화재연구원이 2016~2019년 실시한 '목조문화재 가해 생물종 조사' 결과를 통해 각 문화재별 흰개미 피해 현황을 정성적·정량적으로 확인하고 지역별로 비교 분석하였다. 그 결과 362건 중 317건(87.6%)의 문화재에서 흰개미 탐지견의 반응이 확인되었으며, 185건(51.1%)에서 육안으로 확인 가능한 흰개미 피해가 나타났고 두 방법(탐지견, 육안 조사) 중 하나라도 피해가 확인된 대상은 324건(89.5%)에 달했다. 1,104동의 건물 중 668동(60.5%)에서 흰개미 탐지견의 반응이 확인되었으며, 339동(30.7%)에서 육안으로 확인 가능한 흰개미 피해가 나타났고 두 방법 중 하나라도 피해가 확인된 대상은 702동(63.6%)에 달했다. 전국을 9개 지역(수도권·강원·충북·충남권·전북·전남·경북권·경남권·제주)으로 구분하여 흰개미 피해율과 각 문화재의 피해 정도를 확인하였다. 그 결과 모든 지역에서 70% 이상의 문화재들이 흰개미 탐지견 반응이 나타났으며 육안 피해는 수도권(32.1%)과 강원(21.4%)이 적고 충남권(65.6%), 전남(67.3%), 경남권(68.2%)이 높은 피해율을 보였다. 총 부재 중 흰개미 피해가 발생한 부재의 비율로 각 문화재의 흰개미 피해 정도를 정량화한 결과 전국 문화재의 평균 흰개미 피해 정도는 9.2%로 나타났으며, 각 지역별 분산분석 결과 전북.전남의 문화재들은 수도권·충북·경북권의 문화재들에 비해 통계적으로 유의미하게 높은 흰개미 피해 정도가 나타났다. 본 논문을 통해 전국의 국가지정 목조건축문화재 흰개미 피해 현황을 세부적으로 파악하였으며, 이 결과는 향후 문화재 보존관리 정책 수립에 활용할 수 있을 것으로 기대된다.

• Journal of Korean Neurosurgical Society
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• 제40권6호
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• pp.455-458
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• 2006

The incidence of blindness after aneurysm surgery is very rare. We experienced a case of unilateral blindness after internal carotid artery[ICA] aneurysm wrapping. A 43-year-old male immediately developed ipsilateral ocular pain and visual loss in his left eye after the treatment of a lateral ICA aneurysm by wrapping with muscle pieces. He had also multiple aneurysms, which were multilobulated anterior communicating artery [A-com], middle cerebral artery[MCA] and posterior communicating artery [P-com] aneurysms. Coilings were done for a part of A-com artery aneurysm and P-com artery aneurysm on admission. The remaining A-com artery aneurysm was clipped and ICA aneurysm was wrapped with temporal muscle piece. A retrobulbar optic neuropathy might have resulted from either direct injury or damage to small dural vessels of the posterior optic nerve. Actually, the optico-carotid space was tight and the optic nerve was compressed by swollen muscle piece. Despite releasing of compression of the optic nerve on second day, his visual loss was irreversible.