• 한국실내디자인학회논문집
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• 제26권6호
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• pp.180-190
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• 2017

The subway station is not only an effective means to solve urban traffic problems, but also a kind of representative city shelters with a variety of functions such as urban beauty and disaster prevention. At the same time, the subway station as public facilities need activate the urban functions and through the effective design schemes for a variety of the facade of underground entrance to improve users' awareness and reliability for the subway station as a city shelters. This study is conducted to purpose the design direction considering design and disaster preventing characteristics of the underground subway station entrance. In addition, it will provide a basic reference for the subway station in the renovation and construction. The study is composed of literature reviews and field survey. The literature reviews through papers and documents related to the city shelters, the components and characteristics of city shelters, and components and characteristics of facade design of underground entrance at subway station. Before the field survey through the online surveys with evacuation capabilities and screening only the subway station. And field survey is conducted on the site with careful observation and confirmation. Last cluster analysis were applied to the finally selected samples by the SPSS Win18.0

• 한국콘텐츠학회논문지
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• 제22권2호
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• pp.116-124
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• 2022

2019년 9월 충남 아산 김민식 군의 사망사고 이후 어린이보호구역에 대한 인식이 높아지고 있으며, 지속해서 교통법 개정이 이루어지고 있다. 하지만 이러한 노력에도 불구하고 어린이 교통사고의 수는 크게 줄어들지 않고 있다. 이것은 어린이 행동 특성과 교통 환경을 고려한 새로운 정책적 방향의 필요성을 나타낸다. 이에 본 연구는 사례분석을 통해 국내의 어린이보호구역의 현황 및 문제점을 파악하였다. 그리고 교통안전 선진국인 스웨덴의 비전 제로(Vision Zero) 정책과 홈 존(Home Zone)의 개념, 그리고 공학적 위주의 도로설계 사례 및 운영 방식에 대해 분석하였다. 또한 양국의 사례를 방재디자인의 기본원리를 중심으로 비교하고 정리하였다. 본 연구는 국내 어린이보호구역의 문제점 개선을 위한 디자인과 정책의 방향성을 제시하는데 목표를 두고 있다. 이를 통해 본 연구 결과가 국내 어린이보호구역 내 사망사고 감소를 위한 향후 연구 발전 자료로써 활용되기를 기대한다.

• 동아시아경상학회지
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• 제8권4호
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• pp.19-28
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• 2020

Purpose - This study aims to lay the foundation for a desirable direction to solve future environmental problems through framework research on environmental cooperation according to distribution of urbanization between South and North Korea. The article also attempts to explore solution to two Koreas' environmental problems from the cooperative perspective between South and North Korea and draw future policy tasks. Research design, data, and methodology - For methodology, North Korea's legal system to cope with disasters is taken into consideration in terms of literature review. This study also analyzes a series of processes related to North Korea's disaster management through case study, and draws policy measures for North and South Korea's cooperation scope and methods. Result - The results support that North Korea is very vulnerable to environmental disasters due to food shortages, economic sanctions, and enormous natural disaster damages including flood damages occurring each year, because of the lack of disaster prevention infrastructure such as river maintenance. Conclusion - At the current time when North and South Koran exchange and cooperation increase, a disaster management cooperative system is needed for the areas where South and North Korea manage through division. It also suggests that there is a need to establish regulations and procedures for support items in advance for a quick response to disasters in North Korean region.

• 한국콘텐츠학회:학술대회논문집
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• 한국콘텐츠학회 2017년도 춘계 종합학술대회 논문집
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• pp.183-184
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• 2017

최근 교통에 대한 관심도 환경보호와 건강의식이 강화됨에 따라 차량 중요성이 강조되던 시대에서 보행자의 안전과 편리중심으로 바뀌고 있다. 그러나 최근 수년간 발생한 교통사고 사망자 중 40%가 보행자이고, 이 수치는 OECD에서 가장 높은 수준이다. 본 연구는 방재디자인기반의 보행자 안전사고 예방을 위한 횡단보도 안전표지디자인 가이드라인 연구로 디자인 전문가 10명을 대상으로 심층면접을 통해 디자인 문제점을 발견하고 현재의 횡단보도안전표지를 개선방안을 제시하였다.

• 한국콘텐츠학회:학술대회논문집
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• 한국콘텐츠학회 2017년도 춘계 종합학술대회 논문집
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• pp.203-204
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• 2017

엘리베이터에서의 어린이의 안전사고가 지속적으로 발생하고 있으나 현재 사용되는 보호자 중심의 주의표지는 효과적인 사고의 예방이 어렵다. 본 연구에서는 방재디자인을 기반으로 엘리베이터에서의 어린이 손끼임 사고의 예방을 위하여 국내외 주의표지 디자인을 분석하고 디자인 가이드라인을 적용하여 어린이 중심의 손끼임 방지 주의표지를 제안하였으며 대전 소재 어린이집의 어린이 34명을 대상으로 한 위험성 표시 평가를 통하여 선정된 어린이 중심의 주의표지는 엘리베이터에서의 어린이 손끼임 사고의 예방에 기여할 것으로 기대된다.

• Geomechanics and Engineering
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• 제15권5호
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• pp.1081-1089
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• 2018

The deformation and strength of brittle rocks are significantly influenced by the crack closure behavior. The relationship between the strength and deformation of rocks under uniaxial loading is the foundation for design and assessment of such scenarios. The concept of relative crack closure strain was proposed to describe the influence of the crack closure behavior on the deformation and strength of rocks. Considering the crack compaction effect, a new damage constitutive model was developed based on accumulated AE counts. First, a damage variable based on the accumulated AE counts was introduced, and the damage evolution equations for the four types of brittle rocks were then derived. Second, a compaction coefficient was proposed to describe the compaction degree and a correction factor was proposed to correct the error in the effective elastic modulus instead of the elastic modulus of the rock without new damage. Finally, the compaction coefficient and correction factor were used to modify the damage constitutive model obtained using the Lemaitre strain equivalence hypothesis. The fitted results of the models were then compared with the experimental data. The results showed that the uniaxial compressive strength and effective elastic modulus decrease with an increase in the relative crack closure strain. The values of the damage variables increase exponentially with strains. The modified damage constitutive equation can be used to more accurately describe the compressive deformation (particularly the compaction stage) of the four types of brittle rocks, with a coefficient of determination greater than 0.9.

• 한국방재학회 논문집
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• 제4권1호
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• pp.41-50
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• 2004

본 연구에서는 퍼지제어기법을 이용한 홍수조절 모형의 적용성을 파악하기 위해 한강수계 단일댐에 적용하였다. 개발된 모형들의 홍수조절능력을 비교하기 위해 1984, 1990, 1995년 대홍수 발생시 실제 운영실적과 본 연구에서 개발된 모형들의 가상운영결과를 비교하였다. 본 연구에서 개발한 3개 모형은 모두 실제 적용성을 고려하여 댐의 수위와 유입량이라는 2가지 정보량으로부터 방류량을 결정토록 하였으며, 최대방류량 역시 댐 설계시 기준인 허용최대방류량을 초과하지 않도록 하였다. 각 홍수사상에 대해 적용한 결과 기존의 댐 운영결과에 비해 홍수위를 낮출 수 있으면서도 하류부의 피해 최소화에도 적절한 것으로 나타나 퍼지제어모형의 적용성을 확인할 수 있었다.

• 한국지반환경공학회 논문집
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• 제16권4호
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• pp.23-32
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• 2015

This paper addresses the effects of extreme rainfall on the stability of cut slopes in Yen Bai city, Northern Viet Nam. In this area, natural slopes are excavated to create places for infrastructures and buildings. Cut slopes are usually made without proper site investigations; the design is mostly based on experience. In recent years, many slope failures have occurred along these cuts especially in rainy seasons, resulting in properties damaged and loss of lives. To explain the reason that slope failure often happens during rainy seasons, this research analyzed the influence of extreme rainfalls, initial ground conditions, and soil permeability on the changes of pore water pressure within the typical slope, thereafter determining the impact of these changes on the slope stability factor of safety. The extreme rainfalls were selected based on all of the rainfalls triggering landslide events that have occurred over the period from 1960 to 2009. The factor of safety (FS) was calculated using Bishop's simplified method. The results show that when the maximum infiltration capacity of the slope top soil is less than the rainfall intensity, slope failures may occur 14 hours after the rain starts. And when this happens, the rainfall duration is the deciding factor that affects the slope FS values. In short, cut slopes in Yen Bai may be stable in normal conditions after the excavation, but under the influence of tropical rain storms, their stability is always questionable.

• Earthquakes and Structures
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• 제15권2호
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• pp.133-144
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• 2018

To study the effectiveness of sliding isolation in a CRLSS (concrete rectangular liquid-storage structure) and develop a reasonable limiting-device method, dynamic responses of non-isolation, sliding isolation with spring limiting-devices and sliding isolation with steel bar limiting-devices are comparatively studied by shaking table test. The seismic response reduction advantage of sliding isolation for concrete liquid-storage structures is discussed, and the effect of the limiting-device type on system dynamic responses is analyzed. The results show that the dynamic responses of sliding isolation CRLSS with steel bar-limiting devices are significantly smaller than that of sliding isolation CRLSS with spring-limiting devices. The structure acceleration and liquid sloshing wave height are greatly influenced by spring-limiting devices. The acceleration of the structure in this case is close to or greater than that of a non-isolated structure. Liquid sloshing shows stronger nonlinear characteristics. On the other hand, sliding isolation with steel bar-limiting devices has a good control effect on the structural dynamic response and the liquid sloshing height simultaneously. Thus, a limiting device is an important factor affecting the seismic response reduction effect of sliding isolation. To take full advantage of sliding isolation in a concrete liquid-storage structure, a reasonable design of the limiting device is particularly important.

• 한국항행학회논문지
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• 제15권4호
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• pp.602-608
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• 2011

본 논문에서는 복잡도가 높은 건물 내에 산재되어 있는 비상등, 소화기 및 스프링클러를 효과적으로 관리하기 위해 유비쿼터스 센서 네트워크 기반의 자율무선통신방식을 이용한 지능형 소방방재 시스템 시뮬레이션 환경을 구성하고, 장치의 현재 상태에 대한 모니터링, 작동 유무를 확인하고 관리 할 수 있는 스마트폰 어플리케이션을 구현하였다. 구현한 시스템 환경은 센서노드가 부착된 시설물, 장치의 정보수집과 제어를 위한 관리서버, 그리고 관리서버와 정보를 주고받는 스마트폰 어플리케이션으로 구성된다. 실험결과 구현된 시스템은 각 시설물과 정보를 송수신하여 장치의 상태를 확인하고 제어 하였으며, 안드로이드 기반 스마트폰 어플리케이션을 이용하여 관리서버와 시설물의 정보를 주고받고 제어 명령을 통해 장치가 통제됨을 확인할 수 있었다.