• 한국공간구조학회논문집
• /
• 제12권2호
• /
• pp.73-80
• /
• 2012

2002년부터 2010년까지 세계적으로 발생한 테러 현황을 조사 및 분석한 결과 전체 1만 9천 946건의 테러유형 중 51.8%인 1만 333건이 폭파에 의한 테러로 나타났으며, 사용무기에 있어서도 폭파와 관련된 폭발물이 약 52.2%인 1만 431건으로 높게 나타나고 있다. 이에 본 논문에서는 FEMA-rapid visual screening을 통해 국내의 건물을 높이별로 테러위험도를 분석하였다. 그 결과 건물의 높이가 높아질수록 테러에 대한 위험도가 높게 나타나고 있어 전체위험도는 건물의 높이와 비례하여 증가하는 것을 확인하였다. 높이 100m 이상 건물의 경우 Threat 항목이 전체위험도에 가장 크게 영향을 미치며, 폭발과 관련된 시나리오에 따른 위험도 분석결과 내부 폭발 항목에서 높게 나타나고 있다.

• 한국공간구조학회논문집
• /
• 제13권3호
• /
• pp.57-64
• /
• 2013

Since the terrorist attacks 9.11 in 2001, the public places such as subway, department stores or office buildings have become a target of terror in major public facilities. In this paper, for the prevention of terrorist attack in domestic building, the assessments of terror risk were conducted and their relationship with building heights was discussed through FEMA 455-Rapid Visual Screening(RVS). Explosive terror risk tends to increase rapidly with building heights(H<230m), showing the correlation coefficient between total risk and building heights(H<230m) is 0.93. In addition, The average of consequences is 8.47 and that of' threat is 8.95. Vulnerability is found to be 6.62 in average.

• 한국공간구조학회논문집
• /
• 제16권1호
• /
• pp.105-113
• /
• 2016

Since the 1980s, the number of large space buildings in Korea has consistently been increasing due to large scale international competitions such as the Olympics and the World Cup, demands for environmental improvement, and development of structural systems. Due to these reasons, this paper conducted a comparative analysis on terrorism risk factors of large space structure and skyscrapers in Korea. The results suggest that the total risk level of high-rise and large space structure was "medium level risk" and that the terrorism risk level for large space structure was as high as that for high-rise buildings. As it relates to the risk levels depending on scenarios, terrorism risks to large space structure were higher than high-rise buildings in the "internal explosion" and "internal intrusion" categories. And the results of analyzing explosion-related scenarios except for CBR suggest that terrorism risks to large space structure were highest when it comes to Internal-Explosive followed by Internal-Intrusion and Explosive-Zone I; and the results showed a regular pattern. On the other hand, in the case of high-rise buildings, terrorism risks were highest in Internal-Explosive followed by Explosive-Zone I and Explosive-Zone II; and the results showed an irregular pattern.

• 한국공간구조학회논문집
• /
• 제11권2호
• /
• pp.55-62
• /
• 2011

최근 테러의 발생빈도가 증가하는 가운데 테러는 불특정 다수의 사람이 모이는 건물에서 집중적으로 발생하고 있다. 이중 고층, 초고층 빌딩에서 발생하는 테러는 막대한 피해를 발생시킨다. 이에 따른 건물의 테러피해 경감을 위한 다양한 연구가 필요하다. 본 논문에서는 비교적 수행절차가 간단하며 단기간에 실행이 가능한 Fema 455 - Rapid Visual Screening을 통해 현재 사용 중인 국내 고층 초고층 건물의 테러에 대한 위험도를 평가하여 국내 건물이 가지는 공통적인 테러 위험요소를 확인하였다. 평가결과 대상 건물은 모두 중위험도의 범위에 있다. 이는 국내 고층, 초고층 건물의 외부 환경적인 특징이 비슷한 데에 그 원인이 있었다.

• 한국재난정보학회 논문집
• /
• 제5권1호
• /
• pp.78-100
• /
• 2009

This study is to protect peoples' life, minimize the property damage by coping with threats quickly and take more preventive measures in advance against nuclear bomb, CBR, and potential explosive. For this, CBRNE(Chemical, Biological, Radiological, Nuclear, Explosive) program research was used. Thanks to advance in technology, terrorist groups and even individuals make or keep nuclear and CBR weapons. And also it's likely that disaster and threats from a toxic gas, acute pathogens, accidents in the nuclear power plants and a high explosive could be happened a lot. Recently more organized terrorist groups maintain random attacks for unspecified individuals and also it's highly likely that a large-scale terrorist attack by WMD and CBRNEwill be done. To take strict measures against CBRNE attacks by terrorists is on the rise as an urgent national task. Moreover biological weapons are relatively easy and inexpensive to obtain or produce and cause mass casualties with a small amount. For this reason, more than 25 countries have already possessed them. In the 21 st century, the international safety environment marks the age of complicated threats : transnational threats such as comprehensive security and terror, organized crime, drug smuggling, illegal trade of weapons of mass destruction, and environmental disruption along with traditional security threats. These cause military threats, terror threats, and CBRNE threats in our daily life to grow. Therefore it needs to come up with measures in such areas as research development, policy, training program. Major industrial nations on CBRNE like USA, Canada, Switzerland, and Israel have implemented various educational programs. These researches could be utilized as basic materials for drawing up plans for civil defense, emergency services and worldwide countermeasures against CBRNE.

• Structural Engineering and Mechanics
• /
• 제50권4호
• /
• pp.471-486
• /
• 2014

The number of explosive attacks on civilian structures has recently increased. Protection of structure subjected to blast load remains quite sophisticated to predict. The use of the pyramid cover system (PCS) to strengthen sandwich structures against a blast terror has great interests from engineering experts in structural retrofitting. The sandwich steel structure performance under the impact of blast wave effect is highlighted. A 3-D numerical model is proposed to study the PCS layer to strengthen sandwich steel structures using finite element analysis (FEA). Hexagonal core sandwich (XCS) steel panels are used to study structural retrofitting using the PCS layer. Field blast test is conducted. The study presents a comparison between the results obtained by both the field blast test and the FEA to validate the accuracy of the 3-D finite element model. The effects are expressed in terms of displacement-time history of the sandwich steel panels and pressure-time history effect on the sandwich steel panels as the explosive wave propagates. The results obtained by the field blast test have a good agreement with those obtained by the numerical model. The PCS layer improves the sandwich steel panel performance under impact of detonating different TNT explosive charges.

• 한국재난정보학회 논문집
• /
• 제9권4호
• /
• pp.423-428
• /
• 2013

본 연구는 테러대응을 위한 일본 정부기관의 대응 방향을 살펴봄으로서 테러대응에 만전을 기하고 있는 우리에게 주는 그 함의는 무엇인지를 탐색하였다. 그 결과 첫째, 급조폭발물(IED)에 대한 대비책을 강구하여야 할 것이다. 둘째, 국내 자생 테러리스트의 상존 가능성을 검토하여야 할 것이다. 셋째, 중요시설의 안전도를 극대화하여야 할 것이다. 넷째, 범정부 차원에서 테러대응을 위한 대국민 홍보 교육이 이루어져야 할 것이다.

• Structural Engineering and Mechanics
• /
• 제48권4호
• /
• pp.569-585
• /
• 2013

The use of the rigid polyurethane foam (RPF) to strengthen sandwich structures against blast terror has great interests from engineering experts in structural retrofitting. The aim of this study is to use the RPF to strengthen sandwich steel structure under blast load. The sandwich steel structure is assembled to study the RPF as structural retrofitting. The filed blast test is conducted. The finite element analysis (FEA) is also used to model the sandwich steel structure under shock wave. The sandwich steel structure performance is studied based on detonating different TNT explosive charges. There is a good agreement between the results obtained by both the field blast test and the numerical model. The RPF improves the sandwich steel structure performance under the blast wave propagation.

• Computers and Concrete
• /
• 제14권6호
• /
• pp.767-783
• /
• 2014

The use of composite materials to strengthen reinforced concrete (RC) structures against blast terror has great interests from engineering experts in structural retrofitting. The composite materials used in this study are rigid polyurethane foam (RPF) and aluminum foam (ALF). The aim of this study is to use the RPF and the ALF to strengthen the RC panels under blast load. The RC panel is considered to study the RPF and the ALF as structural retrofitting. Field blast test is conducted. The finite element analysis (FEA) is also used to model the RC panel under shock wave. The RC panel performance is studied based on detonating different TNT explosive charges. There is a good agreement between the results obtained by both the field blast test and the proposed numerical model. The composite materials improve the RC panel performance under the blast wave propagation.

• Structural Engineering and Mechanics
• /
• 제53권3호
• /
• pp.589-605
• /
• 2015

The use of the rigid polyurethane foam (RPF) to strengthen buried structures against blast terror has great interests from engineering experts in structural retrofitting. The aim of this study is to use the RPF to strengthen the buried structures under blast load. The buried structure is considered to study the RPF as structural retrofitting. The Guowei model (Guowei et al. 2010) is considered as a case study. The finite element analysis (FEA) is also used to model the buried structure under shock wave. The buried structure performance is studied based on detonating different TNT explosive charges. There is a good agreement between the results obtained by both the Guowei model and the proposed numerical model. The RPF improves the buried structure performance under the blast wave propagation.