• 한국방재학회 논문집
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• 제5권3호
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• pp.1-9
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• 2005

매스 미디어는 재난 발생시 이재민 뿐 아니라 일반인들의 행동과 의사결정에 영향을 미칠 수 있는 강력한 수단이기 때문에 매스 미디어의 역할은 재난 연구자들의 관심의 대상이 되어 왔다. 하지만 우리나라에서는 재난보도에 관한 현황 분석조차 미비한 실정이다. 따라서 본 논문에서 카인즈를 이용하여 2002년 8월 29일 부터 10월 1일까지 태풍 루사에 관하여 신문과 텔레비전 뉴스에서 보도된 기사를 분석하였다. 그 결과에 의하면, 한국의 재난 보도에서는 일기예보를 활용한 사전 경보 기능이 상당히 취약한 것으로 밝혀졌다. 또한 재난 피해자들의 무기력한 모습을 지나치게 강조함으로써 의존이미지라는 재난신화를 만드는데 기여하는 것으로 분석되었다. 이재민들에 대한 이와 같은 묘사는 성금을 모집하는 데에는 지대한 공헌을 하였을지 모르지만, 사실을 왜곡함으로써 효율적인 방재계획을 수립하는 데에는 역기능적 역할을 수행하였을 가능성을 제기한다. 따라서 미디어를 활용한 효율적인 경보체계를 확립하기 위해서는 재난경보가 복잡한 사회 과정임을 인식하여, 신뢰할만한 공식적인 기관이, 명확하고 구체적인 메시지를 매스 미디어에 제공할 필요가 있다. 또한 매스 미디어의 성금 모금은 필요 경비의 조달과 공동체 의식의 공고라는 순기능적 측면이 있지만 이재민의 의존적인 태도를 영속화시킬 수도 있기 때문에, 매스 미디어를 통하여 정부가 수행해야 할 업무와 자산 소유주가 담당해야 할 책임간의 차이를 명확하게 부각시킬 필요가 있다.

• 한국융합학회논문지
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• 제12권3호
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• pp.77-83
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• 2021

본 연구의 목적은 방사선 재난에서 효과적인 피폭 환자의 중등도 분류를 위하여 재난의학적 개념과 대표적인 방사선 계측기 (수 계측형 외부오염감시기와 이동형 문형 외부오염감시기) 측정기술의 융합을 통해 의학적 적용의 타당성을 구하는 것이다. 방사선 재난 상황을 위하여 모의환자를 설정하였고 모의 방사선 훈련에 참여한 12명이 12개의 모의선원이 부착된 방호복을 무작위로 입은 후의 두가지 외부오염감시기를 각각 이용하여 모의선원 중 5개의 실제 방사선 선원을 발견하는지 조사 후, 소요된 조사시간과 외부 오염환자 검출에 대한 민감도와 특이도를 구하였다. 1차 훈련에서 수 계측형 외부오염감시기로 걸린 평균 시간은 231.9 ± 116.6 초, 이동식 문형 외부오염감시기로 걸린 시간은 8.690 ± 1.667 초로 유의하게 측정한 시간이 짧았고 두 방법의 오염 검출의 민감도와 특이도는 100%로 차이가 없었다. 이동형 문형 외부오염감시기가 방사선 재난에서 의학적 적용의 타당성을 가지며 중요한 역할을 할 수 있을 것이다.

• 한국재난관리표준학회지
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• 제1권2호
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• pp.79-85
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• 2008

본 연구는 지진이 발생한 경우, 교량이 위치하고 있는 기초부 주변토체의 영향을 포함하고 그 위에 위치한 교량시스템의 동적거동을 예측하여 결과적으로 전체적 교량시스템의 내진거동을 분석하기 위한 통합된 새로운 방법론(Unified Dynamic Analysis Method)에 대하여 제안하고자 한다. 주변토체의 영향을 포함한 교량의 내진거동을 분석하는 통합된 방법론은 교량의 내진평가시에 적절하게 사용 될 수 있다는 것을 밝혔다. 본 방법론을 이용시 다중입력파에 대한 영향분석도 용이할 수 있다.

• Earthquakes and Structures
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• 제5권5호
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• pp.589-605
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• 2013

The effect of dead loads on dynamic responses of a uniform elastic beam subjected to moving loads is examined by means of a governing equation which takes into account initial bending stresses due to dead loads. First, the governing equation of beams which includes the effect of dead loads is briefly presented from the author's paper (1990, 1991, 2010). The effect of dead loads is considered by a strain energy produced by conservative initial stresses caused by the dead loads. Second, the effect of dead loads on dynamical responses produced by moving loads in simply supported beams is confirmed by the results of numerical computations using the Galerkin method and Wilson-${\theta}$ method. It is shown that the dynamical responses by moving loads are decreased remarkably on a heavyweight beam when the effect of dead loads is included. Third, an approximate solution of dynamic deflections including the effect of dead loads for a uniform beam subjected to moving loads is presented in a closed-form for the case without the additional mass due to moving loads. The proposed solution shows a good agreement with results of numerical computations with the Galerkin method and Wilson-${\theta}$ method. Finally it is clarified that the effect of dead loads on elastic uniform beams subjected to moving loads acts on the restraint of the transverse vibration for the both cases without and with the additional mass due to moving loads.

• Earthquakes and Structures
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• 제20권4호
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• pp.405-415
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• 2021

Following the dynamic property analysis and elaboration, linear response spectrum analysis (RSA) and response history analysis (RHA) were conducted on a representative hyperbolic cooling towers (HCT) in present study. The seismic responses in tower shell were illustrated in detail, including the internal force amplitude, modal contribution, influence from damping ratio, comparison of results got from RSA and RHA and especially the latitude distributions of internal forces. The results show that the eigenmodes could be classified in a new method into four types according to their mode shapes and only the lateral bending modes and vertical stretching modes are meaningful for horizontal and vertical earthquake correspondingly. The bending modes and seismic deformation display the same feature which is global lateral bending accompanied by minute circular flow displacement of section. This feature also decides the latitude distributions of internal forces as sine or cosine. Moreover, the following method is also proposed for approximate estimation of internal force amplitudes without time-consuming response history analysis: getting the response spectrums of the selected ground accelerations and then comparing values of response spectrums at the natural period of first lateral bending mode because it is always prime dominant for horizontal seismic responses.

• 한국공간구조학회논문집
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• 제22권4호
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• pp.99-107
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• 2022

Existing reinforced concrete building structures constructed before 1988 have seismically-deficient reinforcing details, which can lead to the premature failure of the columns and beam-column joints. The premature failure was resulted from the inadequate bonding performance between the reinforcing bars and surrounding concrete on the main structural elements. This paper aims to quantify the bond-slip effect on the dynamic responses of reinforced concrete frame models using finite element analyses. The bond-slip behavior was modeled using an one-dimensional slide line model in LS-DYNA. The bond-slip models were varied with the bonding conditions and failure modes, and implemented to the well-validated finite element models. The dynamic responses of the frame models with the several bonding conditions were compared to the validated models reproducing the actual behavior. It verifies that the bond-slip effects significantly affected the dynamic responses of the reinforced concrete building structures.

• Asian Pacific Journal of Cancer Prevention
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• 제14권11호
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• pp.6893-6897
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• 2013

Background: During and after the Fukushima nuclear disaster (FND), many parents were concerned about the effects of radiation on the health of their children. Purpose: To clarify the factors that influenced general workers living with children and the effect of child age groups in implementing preventive behaviorsagainst radiation following the FND. Materials and Methods: A descriptive study of preventive behaviors among general workers was carried out 3-5 months after the nuclear disaster. The subjects were 1,394 regular workers, who took part in radiation seminars run by the Fukushima Occupational Health Promotion Center between July and September, 2011. In total, 1,217 responses were submitted, of which 1,110 were eligible for the present study. This anonymous questionnaire survey inquired about the presence and age of children in the household and about radiation preventive behavior implemented after the FND. The contribution of each variable was assessed by logistic regression analysis. Results: General workers in Fukushima who lived with younger children performed more preventive behavior against radiation during and after the FND. In particular, both location-related and daily routines were practiced significantly more frequently (p<0.01) by workers living with a child in the age ranges of 0-6 (8 of 10 items) and 7-12 (5 of 10 items). Conclusions: This is the first study to assess the positive association between living with children by age group and increased preventive behavior against radiation implemented by general workers after the FND.

• 동의신경정신과학회지
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• 제35권1호
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• pp.15-26
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• 2024

Objectives: The objective of this study is to develop a specialized clinical research protocol for acupuncture treatment specifically designed for disaster survivors based on insights from an expert survey. Methods: An expert panel comprising specialists in neuropsychiatry, acupuncture, and clinical research methodology was assembled. Initial data to inform the clinical research protocol design was collected utilizing open-ended responses, multiple-choice questions, and a 5-point Likert scale to gauge agreement levels. Next, this data was disseminated to a panel of experts. A cohesive clinical research protocol was then formulated during a core panel meeting by integrating insights from a panel of 10 experts. Results: The protocol developed herein entails a non-randomized controlled study involving participants aged 19~64 years old who have been identified as high-risk or cautious according to the National Trauma Center screening test. The study design includes the establishment of an active control group, which allows for the assessment of an additional effect through comparison with conventional therapy. The selected acupuncture approach involves a combination of manual acupuncture and ear acupuncture. For clinical outcome assessment, the Clinician-Administered Posttraumatic Stress Disorder Scale for DSM-5 was proposed to gauge trauma symptoms. Representative scales for various domains such as depression, anxiety, anger, insomnia, pain, and quality of life were also provided for reference. Conclusions: The developed protocol is anticipated to streamline the swift design and initiation of clinical trials during disaster scenarios. It is also designed to be scalable, thereby enabling its application in both non-randomized control group studies and single-group before-and-after comparisons.

• 한국지진공학회논문집
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• 제26권6호
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• pp.219-226
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• 2022

The seismic responses of traffic light poles are investigated using a finite element analysis. Among the traffic light poles, single- and bi-directional traffic light poles are considered since such poles are frequently installed on vehicle roads. For a more detailed investigation, three different lengths of the mast arm are considered for each directional pole. For a time-history analysis, six actual and two artificial earthquakes are considered and applied to each direction of the poles (x and y) to investigate which direction input provides more significant responses due to the unsymmetrical structural shape. Herein, the x and y directions are respectively parallel and perpendicular based on the single mast pole case. From the analysis results, the average maximum displacement response is developed with the x-direction input case for both types of light poles. Also, the bi-directional traffic light poles show a 13% larger response than the single-directional traffic light poles. Even though the y-direction input case produces a smaller response, the response difference between the single- and bi-directional light poles considerably increases by about 60%. The average maximum acceleration responses are almost similar for both types of light poles.

• 한국항해항만학회지
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• 제28권7호
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• pp.619-627
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• 2004

Introduction of wave model, considered the effect of shoaling, refraction, diffraction, partial reflection, bottom friction, breaking at the coastal waters of complex bathymetry, is a very important factor for most coastal engineering design and disaster prevention problems. As waves move from deeper waters to shallow coastal waters, the fundamental wave parameters will change and the wave energy is redistributed along wave crests due to the depth variation, the presence of islands, coastal protection structures, irregularities of the enclosing shore boundaries, and other geological features. Moreover, waves undergo severe change inside the surf zone where wave breaking occurs and in the regions where reflected waves from coastline and structural boundaries interact with the incident waves. Therefore, the application of mild-slope equation model in this field would help for understanding of wave transformation mechanism where many other models could not deal with up to now. The purpose of this study is to form a extended mild-slope equation wave model and make comparison and analysis on variation of harbor responses in the vicinities of Ulsan Harbor and Ulsan New Port, etc. due to construction of New Port in Ulsan Bay. We also considered the increase of water depth at the entrance channel by dredging work up to 15 meters depth in order to see the dredging effect. Among several model analyses, the nonlinear and breaking wave conditions are showed the most applicable results. This type of trial might be a milestone for port development in macro scale, where the induced impact analysis in the existing port due to the development could be easily neglected.