• Smart Structures and Systems
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• 제23권6호
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• pp.653-667
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• 2019

Using cross-ties to connect cables together when forming a cable network is regarded as an efficient method of mitigating cable vibrations. Cross-ties have been extended and fixed on bridge decks or towers in some engineering applications. However, the dynamics of this kind of system need to be further studied, and the effects of extending cross-links to bridge decks/towers on the modal response of the system should be assessed in detail. In this paper, a system of two cables connected by an inter-supported cross-link with another lower cross-link extended to the ground is proposed and analyzed. The characteristic equation of the system is derived, and some limiting solutions in closed form of the system are derived. Roots of cable system with special configurations are also discussed, attention being given to the case when the two cables are identical. A predictable mode behavior was found when the stiffness of inter-connection cross-link and the cross-link extended to the ground were the same. The vector of mode energy distribution and the degree of mode localization index are proposed so as to distinguish global and local modes. The change of mode behaviors is further discussed in the case when the two cables are not identical. Effects of cross-link stiffness, cross-link location, mass-tension ratio, cable length ratio and frequency ratio on $1^{st}$ mode frequency and mode shape are addressed.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.117-129
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• 2009

This paper studied the safety management network system of infrastructure which constructed smart sensors, closed-circuit television(CCTV) and monitoring system. This safety management of infrastructure applied to bridge, cut slop and tunnel, embankment etc. The system applied to technologies of standardization guidelines, data acquirement technologies, data analysis and judgment technologies, system integration setup technology, and IT technologies. It was constructed safety management network system of various infrastructure to improve efficient management and operation for many infrastructure. Integrated safety management network system of infrastructure consisted of the real-time structural health monitoring system of each infrastructure, integrated control center, measured data transmission using i of tet web-based, collecting data using sf ver, early alarm system which the dangerous event of infrastructure occurred. Integrated control center consisted of conference room, control room to manage and analysis the data, server room to present the measured data and to collect the raw data. Early alarm system proposed realization of warning and response within 5 minute or less through development of sensor-based progress report and propagation automation system using the media such as MMS, VMS, EMS, FMS, SMS and web services of report and propagation. Based on this, the most effective u-Infrastructure Safety Management System is expected to be stably established at a less cost, thus making people's life more comfortable. Information obtained from such systems could be useful for maintenance or structural safety evaluation of existing structures, rapid evaluation of conditions of damaged structures after an earthquake, estimation of residual life of structures, repair and retrofitting of structures, maintenance, management or rehabilitation of historical structures.

• 한국지형학회지
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• 제20권4호
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• pp.117-131
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• 2013

2010년 아이슬란드의 에이야프얄라요쿨 화산의 폭발과 2011년 신모에다케의 폭발 등으로 인해 더불어 21세기 들어 많은 연구들이 긴 휴식기를 지난 백두산의 폭발 가능성을 제기하고 있다. 소방방재청 등에서는 화산폭발 현상을 자연재해의 하나로 보고 재해를 저감하기 위한 방편의 하나로 위험도를 평가하고 대응기술을 확보하려는 노력을 진행하고 있다. 하지만 백두산의 활동성에 대한 평가는 국내의 지리학과 지질학 연구자들 사이에서조차 거의 이루어지지 않고 있다. 본 연구에서는 전 세계적으로 휴화산과 활화산의 경계에 대한 논의를 분석하여 휴화산 논쟁의 지형학적 결론을 도출하고자 하였다. 화산전문가들은 10,000년 전 이후 즉 홀로세 기간의 분출기록이 있는 화산은 활화산으로 분류하고 있으며, 1991년에 좀 더 엄격해진 일본 기상청의 2000년 기준을 고려해도, 백두산과 심지어 제주도 한라산조차도 활화산 기준을 충족시킬 수 있다. 따라서 제주도와 한라산을 활화산으로 분류하고 교육과정에서도 필요한 수정과 정확한 기준적용이 필요하며, 화산 활동관련 모니터링에도 관심이 필요한 시점이다.

• Geomechanics and Engineering
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• 제28권4호
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• pp.335-346
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• 2022

Buckling failure is a typical slope instability mode that should be paid more attention to. It is difficult to provide systematic guidance for the monitoring and management of such slopes due to unclear mechanism. Here we examine buckling failure as the potential instability mode for a slope above a railway tunnel in southwest China. A comprehensive model test system was developed that can be used to conduct buckling failure experiments. The displacement, stress, and strain of the slope were monitored to document the evolution of buckling failure during the experiment. Monitoring data reveal the deformation and stress characteristics of the slope with different slipping mass thicknesses and under different top loads. The test results show that the slipping mass is the main subject of the top load and is the key object of monitoring. Displacement and stress precede buckling failure, so maybe useful predictors of impending failure. However, the response of the stress variation is earlier than displacement variation during the failure process. It is also necessary to monitor the bedrock near the slip face because its stress evolution plays an important role in the early prediction of instability. The position near the slope foot is most prone to buckling failure, so it should be closely monitored.

• 한국화재소방학회논문지
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• 제26권5호
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• pp.41-47
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• 2012

첨단산업기술인 반도체, LCD 등 제조의 핵심공정인 클린룸은 생산제품의 성능 및 품질에 절대적인 영향을 미치는 가장 중요한 공정이다. 그러나 국내는 방화공학적인 측면에서 과학적이고 종합안전대책에 대한 체계적인 연구가 제대로 이루어지지 않고 있다. 본 연구는 LCD 제조공정 클린룸에 설치하는 제연시스템의 성능 및 문제점을 파악하여 이에 대한 개선방안을 도출하기 위하여 여러 시나리오를 고려한 화재시뮬레이션과 피난시뮬레이션을 통하여 분석하였다. LCD 제조공정의 클린룸 화재 및 연기확산에 대하여 분석한 결과 화재시 공조기의 연동정지는 반드시 필요하며 연기의 부력을 고려하여 FAB 상부에 배연을 할 수 있도록 하여야 한다. 또한 대규모 클린룸의 경우 화재특성상 스프링클러헤드의 집열 성능이 떨어지므로, 조기반응형 헤드의 설치 및 작동시간을 빠르게 하기 위한 보조장치를 설치하여야 한다. 특히, 대공간 클린룸은 자동화 공정으로 거주밀도가 낮지만, 복잡한 생산장비의 배치와 방진복을 착용하고 근무해야하는 환경특성 때문에 화재시 피난안전성능 확보가 어렵기 때문에 공정 내 위험요소의 철저한 관리 및 주기적인 교육과 훈련이 필요하며, 방재선진국의 기준에 준하는 수준의 국내 관련기술 기준을 정립할 필요가 있다.

• 한국안전학회지
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• 제31권5호
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• pp.117-123
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• 2016

After the Se-wol ferry disaster in Korea, the safety issue was highly spotlighted in a number of media, and consequently the ministry of public safety and security was newly established under the public attention. In addition to this, a recent earthquake in Gyeonju suggested the training issues for public such as evacuation and public safety. Regarding the industry, one of significant reasons causing the accidents were inadequate training, in execution of safety manual or inexperienced first response. Although the engineering or scientific study provided a basis of the industry safety and health in Korea a study focusing on the safety and health education system should be highlighted in that the law is the only way to execute the policy. In this manner, the goal of current study was to compare the safety and health education system in Korea to other countries including America, England and Germany. Especially, the law for training method, contents, supervision and punishment was analyzed. Result showed (1) lack of a structured training course for educating safety and health education trainer, (2) no training system of safety and health education to public or workers, and (3) less specific law for supervision and punishment as compared to the America, England and Germany.

• 한국측량학회지
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• 제33권6호
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• pp.507-516
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• 2015

Debris flow is a representative natural disaster in Korea and occurs frequently every year. Recently, it has caused considerable damage to property and considerable loss of life in both mountainous and urban regions. Therefore, It is necessary to estimate the scope of damage for a large area in order to predict the debris flow. A response model such as the random walk model(RWM) can be used as a useful tool instead of a physics-based numerical model. RWM is a probability model that simplifies both debris flows and sedimentation characteristics as a factor of slopes for a subjective site and represents a relatively simple calculation method compared to other debris flow behavior calculation models. Although RWM can be used to analyzing and predicting the scope of damage caused by a debris flow, input variables for terrain conditions are yet to be determined. In this study, optimal input variables were estimated using DEM generated from the Aerial Photograph and LiDAR data of Mt. Umyeon, Seoul, where a large-scale debris flow occurred in 2011. Further, the deposition volume resulting from the debris flow was predicted using the input variables for a specific area in which the deposition volume could not be calculated because of work restoration and the passage of time even though a debris flow occurred there. The accuracy of the model was verified by comparing the result of predicting the deposition volume in the debris flow with the result obtained from a debris flow behavior analysis model, Debris 2D.

• Structural Engineering and Mechanics
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• 제38권1호
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• pp.39-63
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• 2011

Referring to the formulation of physical stochastic optimal control of structures and the scheme of optimal polynomial control, a nonlinear stochastic optimal control strategy is developed for a class of structural systems with hysteretic behaviors in the present paper. This control strategy provides an amenable approach to the classical stochastic optimal control strategies, bypasses the dilemma involved in It$\hat{o}$-type stochastic differential equations and is applicable to the dynamical systems driven by practical non-stationary and non-white random excitations, such as earthquake ground motions, strong winds and sea waves. The newly developed generalized optimal control policy is integrated in the nonlinear stochastic optimal control scheme so as to logically distribute the controllers and design their parameters associated with control gains. For illustrative purposes, the stochastic optimal controls of two base-excited multi-degree-of-freedom structural systems with hysteretic behavior in Clough bilinear model and Bouc-Wen differential model, respectively, are investigated. Numerical results reveal that a linear control with the 1st-order controller suffices even for the hysteretic structural systems when a control criterion in exceedance probability performance function for designing the weighting matrices is employed. This is practically meaningful due to the nonlinear controllers which may be associated with dynamical instabilities being saved. It is also noted that using the generalized optimal control policy, the maximum control effectiveness with the few number of control devices can be achieved, allowing for a desirable structural performance. It is remarked, meanwhile, that the response process and energy-dissipation behavior of the hysteretic structures are controlled to a certain extent.

• 한국방재학회 논문집
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• 제8권3호
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• pp.95-103
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• 2008

지진이 발생하기 전에 피해규모를 물리적, 경제적, 사회적 재해로 구분하여 예측하고, 이를 이용하여 사전에 충분히 대처한다면 그 피해를 최소한으로 경감할 수 있을 것이다. 본 연구에서는 HAZUS의 결정론적 방법을 이용하여 경주지역 규모 6.7의 가상지진에 의한 재해를 예측해보았다. 이 방법을 이용하기 위해, 본 연구에서는 한반도 감쇠특성과 가장 잘 부합한다고 판단되는 Sadigh 등(1997)의 식에 지반분류 B, C와 D를 적용하였다. 그 외에도 이 방법에서 사용이 가능한 여러 감쇠식을 적용하여 같은 지역의 지진재해를 예측한 후 서로 상이하게 나타나는 피해규모를 살펴보았다. 각기 다른 감쇠식 적용에 따라 재해예측결과는 다소 다르게 나타남을 알 수 있었다. 이번 연구에서 산출한 지진재해 예측결과는 연구지역의 지진재해위험성을 미리 살펴 재해발생 시 인명 및 재산 피해를 최대한 경감시키고, 응급상황에 신속히 대처할 수 있도록 재해저감 정책수립 단계에서 효과적으로 활용될 수 있으리라 사료된다.

• 콘크리트학회논문집
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• 제15권3호
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• pp.433-442
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• 2003

본 연구에서는 단조하중, 반복하중, 비례하중, 비례하지 않는 하중을 받는 콘크리트 구조물의 3차원 유한요소해석을 위한 비선형 아소성 콘크리트 모델을 개발하였다. 이 구성모델은 등가일축변형률 개념을 기초로 하여 3차원 구성관계를 세 개의 서로 독립된 등가일축 구성관계로 바꾸고 이들 통하여 콘크리트의 거동을 예측하도록 모델되었다. 일축 구성관계는 Willam-Warnke의 파괴면을 이용하여 주응력공간에서 구해진 최대 압축응력으로부터 결정되었다. 특히 중수압축을 따라 재하되는 하중에 대한 콘크리트의 비선형 특성을 예측하기 위하여 파괴면에 캡면을 도입하였다. 일축 구성관계는 Popovis와 Saenz의 모델을 근거로 하여 구속응력이 증가함에 따라 취성에서 연성으로 변화하는 현상을 묘사할 수 있도록 새롭게 유도하였다. 개발된 모델을 모델의 성능을 평가하기 위하여 여러 실험결과와의 비교를 시도하였다. 먼저 일정한 구속응력과 단조하중을 받는 실험결과와 비교하였고, 이축압축실험과 비례하지 않는 하중과 반복하중을 받는 삼축압축 실험결과와 비교하였다.