• 한국재난정보학회 논문집
• /
• 제15권2호
• /
• pp.223-238
• /
• 2019

연구목적: 본 논문은 재난의 복잡다단한 맥락을 구성하는 정치 경제 사회의 다양한 이해관계자들이 생성해내는 담론과 사회적 실천의 함의를 파악하여 국내의 효율적 재난대응 방안 모색을 위한 기초자료를 제공하고자 한다. 연구방법: 페어클로(Fairclough)의 비판적 담론분석(Critical Discourse Analysis) 모델을 적용하여 국내 대표적인 세 일간지에 실린 2017년 11월 포항지진 관련 신문기사를 분석하였다. 연구결과: 담론분석 결과, 첫째, 세 언론사에서는 지진 발생 이후 대응의 측면에서 재난대응 매뉴얼과 대피훈련의 낮은 실효성을 지적하였다. 둘째, 지진피해 복구 측면에서 대피소 서비스 강화와 이재민 지원 확대의 필요성을 강조하였다. 셋째, 내진설계 강화 및 문자알림 서비스 질 향상 등 향후 피해를 미연에 방지하기 위한 실천 노력을 제시하였다. 결론: 본 연구에서는 효과적인 국내 재난대응을 위하여 재난 예방 대책의 현실성 실효성 제고, 유기적이고 통합적인 재난대응체계 마련, 시민의 역할과 참여 강조, 전문가 집단의 책임감 및 이에 대한 견제, 재난대응 관련 건전한 담론형성을 위한 미디어의 역할을 제안하였다.

• Steel and Composite Structures
• /
• 제51권1호
• /
• pp.93-101
• /
• 2024

This paper presents an experimental and analytical study on a steel slit damper designed as an energy dissipative device for earthquake protection of structures considering soil-structure interaction. The steel slit damper is made of a steel plate with a number of slits cut out of it. The slit damper has an advantage as a seismic energy dissipation device in that the stiffness and the yield force of the damper can be easily controlled by changing the number and size of the vertical strips. Cyclic loading tests of the slit damper are carried out to verify its energy dissipation capability, and an analytical model is developed validated based on the test results. The seismic performance of a case study building is then assessed using nonlinear dynamic analysis with and without soil-structure interaction. The soil-structure system turns out to show larger seismic responses and thus seismic retrofit is required to satisfy a predefined performance limit state. The developed slit dampers are employed as a seismic energy dissipation device for retrofitting the case study structure taking into account the soil-structure interaction. The seismic performance evaluation of the model structure shows that the device works stably and dissipates significant amount of seismic energy during earthquake excitations, and is effective in lowering the seismic response of structures standing on soft soil.

• Earthquakes and Structures
• /
• 제13권4호
• /
• pp.377-386
• /
• 2017

Earthquake-induced pounding damages to building structures were repeatedly observed in many previous major earthquakes. Extensive researches have been carried out in this field. Previous studies mainly focused on the regular shaped buildings and each building was normally simplified as a single-degree-of-freedom (SDOF) system or a multi-degree-of-freedom (MDOF) system by assuming the masses of the building lumped at the floor levels. The researches on the pounding responses between irregular asymmetric buildings are rare. For the asymmetric buildings subjected to earthquake loading, torsional vibration modes of the structures are excited, which in turn may significantly change the structural responses. Moreover, contact element was normally used to consider the pounding phenomenon in previous studies, which may result in inaccurate estimations of the structural responses since this method is based on the point-to-point pounding assumption with the predetermined pounding locations. In reality, poundings may take place between any locations. In other words, the pounding locations cannot be predefined. To more realistically consider the arbitrary poundings between asymmetric structures, detailed three-dimensional (3D) finite element models (FEM) and arbitrary pounding algorithm are necessary. This paper carries out numerical simulations on the pounding responses between a symmetric rectangular-shaped building and an asymmetric L-shaped building by using the explicit finite element code LS-DYNA. The detailed 3D FEMs are developed and arbitrary 3D pounding locations between these two buildings under bi-directional earthquake ground motions are investigated. Special attention is paid to the relative locations of two adjacent buildings. The influences of the left-and-right, fore-and-aft relative locations and separation gap between the two buildings on the pounding responses are systematically investigated.

• Structural Engineering and Mechanics
• /
• 제47권6호
• /
• pp.741-756
• /
• 2013

Distributed-Steel Bar Reinforced Concrete (DSBRC) columns, a new and innovative construction technique for composite steel and concrete material which can alleviate the difficulty in the arrangement of the stirrup in the column, were studied experimentally and analytically in this paper. In addition, an ordinary steel Reinforced Concrete (SRC) column was also tested for comparison purpose. The specimens were subjected to quasi-static load reversals to model the earthquake effect. The experimental results including the hysteresis curve, resistance recession, skeleton curves and ductility ratio of columns were obtained, which showed well resistant-seismic behavior for DSBRC column. Meanwhile a numerical three-dimensional nonlinear finite-element (FE) analysis on its mechanical behavior was also carried out. The numerically analyzed results were then compared to the experimental results for validation. The parametric studies and investigation about the effects of several critical factors on the seismic behavior of the DSBRC column were also conducted, which include axial compression ratios, steel ratio, concrete strength and yield strength of steel bar.

• 한국측량학회지
• /
• 제21권2호
• /
• pp.101-107
• /
• 2003

최근에 웹 GIS 기반의 정보관리를 위한 많은 연구들이 진행되고 있다. 특히, 홍수나 지진과 같은 재해관련 정보의 관리와 제공을 위한 웹 기반의 재해 정보관리시스템 개발은 주민들의 재해에 대한 예방과 대책, 관심지역에 대한 재해정보 취득의 욕구 충족을 위해 반드시 필요하다. 이러한 시스템은 재해 예방을 위한 계획, 분석과 관리업무를 위한 폭넓은 공간 DB 접근이 가능해야 하며, 인터넷을 통해 재해 정보의 시각화와 수요자에 대한 자료 제공을 위한 재해 현황도 작성이 가능해야 하나, 아직 이러한 분야에 대한 웹 GIS 기반의 연구는 초기 단계이다. 그래서 이 연구에서는 웹 GIS의 개발도구로 HTML, 자바스크립트와 ESRI의 ArcIMS를 이용하여 재해 정보 제공을 위한 연구를 실시하였으며, 춘천시의 재해 정보를 웹 기반의 시스템을 통해 다양한 기능을 통해 제공할 수 있었다. 구현한 기능을 통해 관심지역의 재해정보를 검색과 화면에서 사용자 선택을 통해 제공할 수 있었으며, 관심지역의 지형을 VRML을 이용한 3차원 지형모델을 통해 확인할 수 있었다.

• Structural Engineering and Mechanics
• /
• 제84권4호
• /
• pp.503-515
• /
• 2022

Based on the sliding isolation concrete LSS (liquid-storage structure), the specific seismic vulnerability is analyzed according to the general failure mode. In this study, 12 seismic inputs with different characteristics are used, and their acceleration peak values are modulated. By inputting these waves to the sliding isolation concrete storage structure, the finite-element models of different concrete rectangular LSSs are obtained and analyzed, and the failure probabilities are obtained according to the IDA (incremental dynamic analysis) curves of the structure. The results show that when the seismic acceleration peak value gradually increases from 0.1 g to 1.0 g, the failure probability of LSS gradually increases with the increase in friction coefficient. However, the failure probability of a sliding isolation LSS is less than 100% and far less than the failure probability of a non-isolated rectangular LSS, which shows that an isolated liquid storage structure continues working under a big earthquake. Thus, the sliding isolation for the concrete LSS has a significant damping effect.

• 한국해양공학회지
• /
• 제23권3호
• /
• pp.59-64
• /
• 2009

Bridge types such as the suspension bridges and the cable stayed bridges maintained by cables present the dangerous possibility of a ship running through the bottom of the bridge. Due to hangers and main cables in the upper structural system, the bridge is also susceptible to disasters. However, these cable bridges are usually used for long span bridges over the sea. This structure is relatively more exposed to disasters, such as wind, hail, and earthquake, than other structures. This structure also has the potential to cause car accidents on account of the poor visibility due to foggy conditions. If a fire breaks out because of a car accident due to wind, a car explosion will likely occur.

• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2004년도 추계학술대회 논문집
• /
• pp.1001-1006
• /
• 2004

Railroad disasters are frequently occurred by man-made causes or natural causes. In general, man-made causes are illegal construction practices, deterioration with the lapse of time and railroad crossing accidents, and natural causes are rainfall. snow, wind, earthquake, etc. Of cause, railroad disasters by man-made causes are prevented from keeping the safety principle, constructing multi-level crossing, securing enough men of ability and financial resources and making a thorough check using equipments with high capacity. And railroad disasters by natural causes are also minimized by construction of disaster prevention facilities, introduction and operation of general disaster prevention system and reasonable train passage control. Therefore, to setup the criterion of train passage control for train safety at railroad bridge under heavy rainfall, risky factors, national and oversea criteria under such circumstances are reviewed and a scheme to setup the criterion is suggested.

• 한국조경학회지
• /
• 제45권6호
• /
• pp.90-97
• /
• 2017

방재공원을 주제로 하는 도시 내 응급대피 장소의 건설은 국내외 도시재해 대책에 있어 중요한 요소이다. 특히 방재 역할을 하는 도시 내 공원녹지의 접근성은 방재 서비스 효과와도 직결된다. 본 연구는 울산시 중구와 남구를 대상으로 도로망과 인구분포 및 공원녹지 지리정보와 ArcGIS 네트워크 분석 기법을 이용하여 3가지 유형의 방재공원 접근성을 분석하고, 서비스 면적율과 서비스 인구율 등 2개 지표를 통하여 울산시 방재공원녹지의 서비스 효과를 평가하였다. 평가 결과, 긴급대피 공원녹지(5분)와 중심대피 공원녹지의 접근성은 양호하지만, 긴급대피 공원녹지(3분)와 임시대피공원녹지의 서비스구역 면적과 인구는 전체의 60% 이하로 불량한 것으로 나타났다. 울산시 방재공원녹지의 전체적인 서비스 효과는 이상적이 못하기 때문에 방재공원녹지 체계에 많은 개선이 필요하다고 판단된다.

• 한국지진공학회논문집
• /
• 제27권6호
• /
• pp.311-320
• /
• 2023

When an earthquake occurs, the severity of damage is determined by natural factors such as the magnitude of the earthquake, the epicenter distance, soil properties, and type of the structures in the affected area, as well as the socio-economic factors such as the population, disaster prevention measures, and economic power of the community. This study evaluated the direct economic loss due to building damage and the community's recovery ability. Building damage was estimated using fragility functions due to the design earthquake by the seismic design code. The usage of the building was determined from the information in the building registrar. Direct economic loss was evaluated using the standard unit price and estimated building damage. The standard unit price was obtained from the Korean Real Estate Board. The community's recovery capacity was calculated using nine indicators selected from regional statistical data. After appropriate normalization and factor analysis, the recovery ability score was calculated through relative evaluation with neighboring cities.