• The Journal of the Korea Contents Association
• /
• v.19 no.7
• /
• pp.220-233
• /
• 2019

Hitherto there have been by and large three different approaches to the installation works of Olafur Eliasson; a soma-aethetic, politico-aesthetic and techno-aesthetic. But none of these provides us with the aesthetic descriptions of the light effect. This failure seems to arise from the lack of the conceptual tools suit for describing the atmospheric effect of 'light'. The symbolism of light, or the theological optics of Middle Age may help us to compensate for the lack of appropriate concepts needed for theorizing the effect of light used very frequently by contemporary installation artists. And this medieval aesthetics of light can also of service to elucidate some essential characteristics of the digtal visual culture in general.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2009.05a
• /
• pp.863-868
• /
• 2009

최근에 이상기후로 인해 예측하기 힘든 기상현상들이 돌발적이고 대규모의(또는 설계빈도를 초과하는) 집중호우를 야기하여 댐과 같은 수공구조물의 안전을 위협하고 있다. 그러므로 이러한 대규모의 집중호우로 발생되는 댐의 붕괴에 대한 대책을 수립하는 것이 매우 중요하다. 특히 댐의 붕괴가 도시의 침수로 이어지는 경우는 더욱 많은 인명과 재산피해를 발생시키므로 도시지역을 흐르는 범람홍수파의 특성에 대한 규명은 매우 중요하다. 본 연구에서는 홍수범람파의 특성을 3차원 수치모형인 FLOW-3D를 이용하여 모의하였다. 저류 수심 0.4m, 두께 0.8m의 댐이 붕괴하여 붕괴폭이 1m가 된다고 가정하였고, 도시지역은 댐으로부터 5m 거리에 위치한다고 가정하였다. 대상 도시지역은 $0.3m{\times}0.3m{\times}0.6m$($L{\times}W{\times}H$)인 정사각형 블록들을 $5{\times}5$ 정방향으로 배치하였고, 수리실험 결과와 비교 검증하였다. 그리고 범람홍수파가 흐름방향과 일치하게 접근해오는 경우와 도시지역으로의 접근각도에 따른 범람홍수파의 변화를 보기위해 흐름방향에 대하여 각각 $10^{\circ}$, $22.5^{\circ}$, $45^{\circ}$ 회전시킨 경우에 대해 수치모의를 수행하였다. 그리고 각 경우의 침수영향들을 비교하여 그 차이점을 분석하였다. 모의 결과 범람홍수파의 접근각도가 흐름방향에 대해 커질수록 도시선단에서 도수는 적게 일어났고 유속도 감소하였으며, 수심은 증가하였다. 본 연구의 결과를 토대로 범람홍수파가 흐름방향과 일치하게 접근해 올 때가 가장 위험한 case 라는 것을 알 수 있다. 이 결과는 추후 유체-구조물간의 연성해석을 통하여 범람 홍수파의 흐름이 건물에 주는 영향까지 파악한다면 예방대책 수립의 보다 더 정확한 기초자료로 활용할 수 있을 것이다.

• Korean Journal of Heritage: History & Science
• /
• v.53 no.3
• /
• pp.42-61
• /
• 2020

Even though research on heritage interpretation has been conducted steadily since the mid-20th century, the actual concept of such interpretation has not been clear. In The ICOMOS Charter for the Interpretation and Presentation of Cultural Heritage Sites, which is a leading international standard of heritage management, the definition of heritage interpretation is still vague. Also, defining its concept is tricky because it is based on the 'situation,' which could change at any moment. Therefore it seems that previous research has focused only on the social function of heritage interpretation. Since socio-philosophy research has become increasingly crucial in heritage studies, the concept of heritage interpretation needs to be precise. Therefore, this paper looks at research history chronologically, divides its social role into two different branches, and finally reifies the definition of the concept. Two social values of heritage interpretation can be distinguished as 'modern heritage interpretation,' and 'inclusive interpretation.' Modern heritage interpretation directs studies into conveying heritage's value to the public as measured by a few experts. It is an educational and communicative role. Inclusive heritage interpretation focuses on seeking comprehensive recognition of diverse values and finds ways to promote reconciliation among multiple stakeholders of heritage. Even though these two functions have developed in different social backgrounds, it is apparent that both have been generated in an unclear, overlapping, and complicated context. The concept of heritage interpretation is too complex to simplify as 'interpretation' itself. This paper defines such interpretation as 'all activities involved in the process of value creation of heritage.' Two social values relate to the concept of 'interpretation': they all have a common recognition of fundamental characteristics of heritage. This is used to establish a collective identity in society. However, it is more appropriate to conceptualize inclusive heritage interpretation as 're-interpretation' because it denies modern heritage interpretation and identifies new negotiated value.

• Journal of Korean Society of Steel Construction
• /
• v.23 no.6
• /
• pp.659-667
• /
• 2011

Wind tunnels tests have been evaluating wind load estimation by discussing the most important design elements in very tall buildings. Such tests have some uncertainties, however, with respect to the data of the reduced model and the calculated empirical values. In contrast, CFD analysis can simulate the actual scale and shorten the time of simulation. Nevertheless, the utilization of CFD analysis is negligible because of its low reliability. In this paper, the reliability of CFD analysis will be proven by comparing the results of a wind tunnel test and CFD analysis for the prototype models shown in previous studies. The effect of the turbulence intensity on the reliability is also presented.

• Journal of the Korean Geotechnical Society
• /
• v.19 no.2
• /
• pp.75-85
• /
• 2003

Laboratory model blast and in-situ rock blast tests were conducted to determine blast-induced stress wave propagation characteristics under different explosive types, different loading conditions and different mediums. Dynamic numerical approaches were conducted under the same conditions as experimental tests. Stress magnitudes at mid-point between two blast holes which were detonated simultaneously increased up to two times those of single hole detonation. The rise time of maximum stress in a decoupled charge condition was delayed two times that of a fully charged condition. Dynamic numerical analysis showed almost similar results to blast test results, which verifies the effectiveness of numerical approaches fur optimizing the tunnel blast design. Dynamic numerical analysis was executed to evaluate rock behavior and damage of the contour hole, the sloping hole adjacent to the contour hole in the road tunnel blasting pattern. The rock damage zone of the sloping hole from the numerical analysis was larger than that of the contour hole. Damage in the sloping hole can be reduced by using lower density explosive, by applying decoupled charge, or by increasing distance between the sloping hole and the contour hole.

• Economic and Environmental Geology
• /
• v.42 no.2
• /
• pp.143-152
• /
• 2009

Recent raw material prices fluctuation has been unexpectedly high and that made Korean economic activities to be depressed. Because most raw material supply in Korea depends upon oversea imports, unexpected raw material price fluctuation affects Korean industrial economies through macroeconomic variables. So Korean government enforces some political measures such as demand management and the supply-security assurance as long-range policies, and reservation and general early warning system as short-range policies. In short-range policies, it is necessary to be expected short term fluctuation. Up to recently, there have been many researches and most of those researches use parametric methods or time series analyses. Because those methods and analyses often generate inadequate relations among variables, it is possible that some consistent variables are left out or the results are misunderstood. This study, therefore, is aim to mitigate those methodological problems and find the relatively appropriate model for economic explanation. So that, in this paper, by using non-parametric signal approach method mitigating some shortages of previous researches and forecasting properly short-range prices fluctuation of non-ferrous materials are presented empirically.

• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.15 no.4
• /
• pp.639-647
• /
• 2002

A simplified analytical procedure is presented to estimate the reduction of elastic lateral stiffness of steel moment frames arising from the radius-cut dogbone weakening. With the original radius-cut dogbone shape, it is almost impossible or too complicated to integrate analytically the mathematical expressions encountered when applying the conjugate beam method to compute the beam deflection component. In this study, the problem is circumvented by replacing the original radius-cut dogbone with an equivalent dogbone of constant width. The equivalence between the two is established by imposing an equal dogbone elongation criterion. This approach is justified by using a calibrated finite clement analysis. Then, the elastic lateral deflection components from the column, panel zone, and beam are derived for a typical beam-column subassembly. The derived results can be used to evaluate the reduction of the frame lateral stiffness. Case studies conducted within some practical ranges of frame configurations show that the reduction in frame lateral stiffness due to the presence of dogbone cut is on the order of 1 to 2 percent and is reasonably negligible in practical sense.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2018.05a
• /
• pp.278-278
• /
• 2018

현재 우리나라에서는 행정안전부의 풍수해저감종합계획, 사전재해영향성검토협의, 재해위험지구개선사업 등에 해외에서 개발된 상용프로그램이 사용돼 접근성 저하로 인해 지자체 방재담당자의 실무나 대학에서 연구용으로 다루기에는 한계가 있다. 이에 본 연구에서는 내수침수, 외수침수, 2차원 침수해석으로 구성하여 GUI 기능을 강화한 통합침수재해지도 작성시스템(i-FIM, Integrated Flood Inundation Modeling system)을 개발하여 입력자료의 구성 및 매개변수의 수정이 용이하게 함으로써 하수관망 등에 부분적인 설계 변경이 있는 경우 지자체 방재담당자가 간단한 작업을 통해 침수영향 변화를 쉽게 파악할 수 있도록 하였다. 또한, 상세한 지형의 반영이 필요한 도시지역의 2차원 침수해석의 경우 계산격자 망의 크기가 작아질수록 소요되는 계산시간이 기하급수적으로 증가하는 한계가 있어 i-FIM에서는 계산격자를 $2{\times}2$, $3{\times}3$, $5{\times}5$ Subgrid 형태의 격자를 적용하고, 병렬프로그래밍과 계산시간조정 기능을 추가하여 2차원 침수해석 모형의 계산 속도를 향상시켰다. 이를 실무에 적용하기 앞서 2006년 집중호우로 인해 안성시에서 발생한 제방 붕괴사상, 2016년 태풍 차바로 인해 울산시에서 발생한 제방 월류 사상을 통해 침수흔적도와 비교하여 검증을 실시하였다. i-FIM에서 최종적인 2차원 침수해석 결과는 2017년에 개정된 '재해지도 작성 기준 등에 관한 지침'의 침수심 등급 구분의 색채 설정에 따라 각 격자별 침수심을 표출함으로써 표준화된 재해지도 작성이 가능하도록 하였다. 또한, 포털사이트의 지도 및 위성지도에 표출함으로써 침수 위험이 발생할 수 있는 지역의 현재 이용 용도를 파악하여 침수재해에 대한 상세한 대책을 마련할 수 있을 것으로 판단된다.

• The Journal of The Korea Institute of Intelligent Transport Systems
• /
• v.15 no.4
• /
• pp.1-11
• /
• 2016

The purpose of this study is to analyze the effect of public transit accessibility on the Carsharing use demand. By utilizing the rental historical DB of Greencar which is operated in Suwon city and public transit GIS DB, the use demand models for Carsharing by rental offices are built and analyzed in accordance with public transit accessibility. The result indicates 73% of walking as a majority, 3% cycling, and 20% using buses and urban railways to access Carsharing rental offices. The goodness of fit of Carsharing use models reflecting accessibility to buses and railways is verified as 0.818 which proves that public transit accessibility is a significant variable. Therefore, it is verified that installing Carsharing rental offices where public transit transfer is convenient can possibly increase the use demand. Especially, while accessibility to buses is verified as a significant variable out of other public transit means, the accessibility to urban railways is verified as not significant. This suggests that a variety of complementary policies such as transfer discount policy and one-way transfer return policy are necessary in between urban railways and Carsharing in order to promote mutual use demand in accordance with the other public transit means. This study result is yet the basic research on Carsharing, however it is expected to contribute to improvement of transfer demand in between different public transit means.

• Journal of the Korean Society for Advanced Composite Structures
• /
• v.1 no.2
• /
• pp.59-65
• /
• 2010

The simple supported reinforced concrete slab bridges are analyzed by the specially orthotropic laminates theory. This method, however, may be too difficult for some practising engineers. In this paper, the result of analysis for such plate by means of the beam theory with unit width is reported. By using the "correction factor", the accurate solution for the plate can be obtained by the beam theory. By using the "correction factor", the accurate solution for the plate can be obtained by the beam theory. The plate aspect ratio considered is from 1 : 1 to 1 : 6. The result of this paper can be used for simply supported slab bridges analysis.