• Journal of Korean Society of Steel Construction
• /
• v.29 no.2
• /
• pp.159-167
• /
• 2017

The earthquake which was recently occurred in Kyeongju area caused serious damage to several structures. It is needed to improve capacity against seismic of existing structures constructed before providing seismic design code. This paper is to verify the structural characteristics proposed diagonal steel dampers for existing structures to enhance the seismic resist capacity. The experimental and analysis study were undertaken to obtain the load-displacement relationships of diagonal steel dampers. The valuables were angels and spaces of strut. As a result, it is verified that the proposed steel damper is effective in the seismic reinforcement of existing structures.

• Journal of Korean Tunnelling and Underground Space Association
• /
• v.20 no.5
• /
• pp.757-772
• /
• 2018

Recently, earthquakes have occurred in large cities such as Gyeongju and Pohang, and seismic analysis studies have been actively conducted in various fields. However, since most of the previous seismic analyses have dealt with ground structures and the ground separately, there is a lack of a study on the complete soil-structure dynamic interaction. Therefore, in this study, a sensitivity analysis is conducted with MIDAS GEN and MIDAS GTS NX to apply the underground structure fixed-end model considering only the building and the complete system model considering both the building and the ground, respectively and the validity of dynamic analysis considering SSI is examined. As a result of the study, in most conditions it is found that the maximum horizontal displacement of the tall building in case of the underground structure fixed-end model is estimated to be smaller, the bending stress is larger, and the range of the weak part is smaller than that of the complete system model. Therefore, it is expected to be more reasonable to use the complete system model considering soil-structure interaction in seismic analysis.

• Journal of Korean Tunnelling and Underground Space Association
• /
• v.20 no.4
• /
• pp.671-686
• /
• 2018

Recently, earthquakes have occurred near Gyeongju and Pohang and the social demands are thus being increased for seismic analysis of tall buildings and their adjacent underground structure in big cities. Since most of the previous seismic analysis studies considered a tall building and an adjacent underground structure separately, however, they lack the analysis on dynamic mutual behavior between two structures. Therefore, in this study, a dynamic analysis with a full soil-structure interaction was performed for a complex underground facility with a tall building and an adjacent underground structure constructed on the bedrock with a surface layer. To improve the reliability, in particular, a pseudo-static analysis was performed and compared with the dynamic analysis results. It is comprehensively concluded that the analysis of adjacent underground structures being considered is more conservative than that of not considered.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.25 no.6
• /
• pp.84-89
• /
• 2021

In 2017, the Gyeongju earthquake caused many casualties and considerable property damage by overturning and dropping blocks and bricks. Various reinforcement techniques were proposed, but some problems, such as short length or difficult construction, were encountered. Therefore, this study proposes a long-rawlplug screw anchor to improve the existing rawlplug anchor and conducts an experiment to evaluate the pullout strength. Variables in the pullout test were the compressive strength of concrete and the embedded length of the long-rawlplug screw anchor. According to the results, the pullout strength of the long-rawlplug screw anchor increased as the compressive strength of concrete increased, and they were not affected by the embedded length. Rather, it was found that the screw length of the long-rawlplug was important to the pullout strength.

• Environmental and Resource Economics Review
• /
• v.27 no.4
• /
• pp.695-723
• /
• 2018

Recently, extreme weather due to climate change has become more frequent, and increase of fine dust has worsen air quality in Korea. Therefore, not only negative perception on coal-fired power generation is dominant, but also the social acceptance of nuclear power generation declines. This study aims at deriving consumer preferences on the mid and long term power mix with various energy sources. Willingness to pay for each generation source was estimated and the preference heterogeneity of consumers was examined by using mixed logit and latent class models. Mixed logit estimation results show that the preference heterogeneity of consumers is especially large for the nuclear power relative to renewable or coal energy. According to the estimation results from the latent class model, group 1 prefers renewable energy while group 2 prefers coal energy. Group 3 shows lexicographic preference which means restricted rationality. As for the policy implication, it is necessary to understand the preference heterogeneity of consumer groups in planning the mid to long term power mix.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2023.05a
• /
• pp.491-491
• /
• 2023

환경기초시설은 인간의 활동으로 인하여 발생하는 오염물질에 대한 적극적인 대응시설이다. 이는 환경기초시설로 유입되는 오염물의 경우 농도와 양적인 측면에서 부하가 상당히 크다는 것을 알 수 있으며 이러한 오염물질들이 제대로 처리되지 못하면 심각한 환경오염문제를 초래함은 자명한 사실이다. 환경기초시설 중 하폐수처리장은 수계관리에 있어 대표적인 점오염원으로 해당 방류수역의 적절한 수질을 유지하기 위해 하폐수처리장의 방류수는 수질기준을 엄격하게 준수함을 넘어 수질기준보다 훨씬 낮은 수준으로 방류수의 농도를 유지함이 바람직하다. 재난 등으로 인하여 이러한 하폐수처리장의 정상운영에 문제가 발생하였을 때 해당 방류수역에 심각한 영향을 주게 된다. 실제 경주 및 포항지진, 태풍 매미 등 자연재해로 인한 하폐수처리장의 피해가 다수 발생하여 해당 방류수역에 많은 영향을 미쳤을 것으로 추정되나 과거 피해를 입은 환경기초시설의 경우 시설 자체에 대한 피해정도나 복구상황에 대한 조사 및 후속보고는 있었으나 하페수처리장의 기능상실에 따른 해당 수역의 오염정도나 피해에 대한 보고는 없었다. 이는 하폐수처리장의 기능상실이 해당 수역에 미치는 영향을 정확하게 파악하지 못함으로 실질적인 피해 정도를 가늠할 수 없게 만들었을 뿐만 아니라 향후 비슷한 피해가 발생하였을 때 어떠한 대처가 필요한지에 대한 계획수립에 도움을 줄 수 없게 되는 결과를 초래하였다. 본 연구에서는 폐수처리시설이 여러변수에 의해 피해를 입어 정상적인 가동이 어려운 상황이 발생하여 유입수가 처리되지 않고 방류되었을 때 방류수역에 미치는 영향을 모의하였다. 낙동강으로 처리수를 직접 방류하는 달성2차 산업단지 폐수처리장을 대상으로 모의를 진행하였고 모의결과는 하폐수처리장의 미처리수 방류에 있어 가장 중요한 점은 방류수의 수질상태 보다는 유량이었음을 알 수 있었다. 본 연구의 결과는 하폐수처리장의 기능상실에 따른 피해정도를 가늠함으로 향후 하폐수처리장의 기능상실에 대처할 수 있는 적절한 대응대책 수립에 기초적인 자료를 제공할 것으로 기대된다.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2020.06a
• /
• pp.358-358
• /
• 2020

2016년 경주지진, 2018년 밀양 세종병원 화재사고, 2019년 강원도 동해안 산불, 2020년 코로나바이러스감염증-19 재난까지 매년 다양한 유형의 재난이 발생하면서 재난대응에 대한 관심 역시 커지고 있다. 정부는 물론 각 지자체에서 재난유형별로 재난대응 매뉴얼에 따라 체계적으로 해당 재난에 대한 대응을 실시하고 있으나 중앙 상황실과 현장 간 소통의 어려움, 의사결정의 지연 등으로 인해 신속한 대응방안 수립 및 피해상황 파악에 있어서 미흡한 대처를 보여주어 질타를 받기도 하였다. 본 연구에서는 중앙 상황실과 현장 간의 원활한 소통과 재난으로 발생한 피해현황 및 응급복구 계획 등을 신속하게 수립할 수 있도록 군부대에서 사용하고 있는 공통작전상황도(Common Operating Picture, 이하 COP)의 개념을 재난대응 체계에 도입하여 제시하고자 한다. 공통작전상황도는 미군이 군사적인 대응을 위하여 정보공유 차원에서 처음으로 사용되었으며, 미국연방재난관리청(Federal Emergency Management Agency, 이하 FEMA)이 현재 재난상활 발생 시 의사결정을 지원하기 위한 시스템으로 개발하여 활용하고 있다. 이를 구성하는 요소들은 재난발생시 가장 기초적인 정보(신고사항, 기상정보, 시민제보 등) 뿐 만 아니라 현장에 관한 정보(구체적인 대응상황, 요구사항 등)까지 다루어지고 있으며, 결국 공통작전상황도는 이를 모두 관리할 수 있는 하나의 통합플랫폼이라 할 수 있다. 따라서 본 연구에서는 재난상황에서 공통작전상황도를 활용한 해외사례 분석과 국내 도입 시각 재난유형별로 공통작전상황도에 필요한 정보요소들을 1차적으로 확인함으로써 새로운 재난대응 시스템의 필요함을 강조하고자 한다.

• Geophysics and Geophysical Exploration
• /
• v.13 no.3
• /
• pp.203-218
• /
• 2010

The site categorization and corresponding site amplification factors in the current Korean seismic design guideline are based on provisions for the western United States (US), although the site effects resulting in the amplification of earthquake ground motions are directly dependent on the regional and local site characteristic conditions. In these seismic codes, two amplification factors called site coefficients, $F_a$ and $F_v$, for the short-period band and midperiod band, respectively, are listed according to a criterion, mean shear wave velocity ($V_S$) to a depth of 30 m, into five classes composed of A to E. To suggest a site classification system reflecting Korean site conditions, in this study, systematic site characterization was carried out at four regional areas, Gyeongju, Hongsung, Haemi and Sacheon, to obtain the $V_S$ profiles from surface to bedrock in field and the non-linear soil properties in laboratory. The soil deposits in Korea, which were shallower and stiffer than those in the western US, were examined, and thus the site period in Korea was distributed in the low and narrow band comparing with those in western US. Based on the geotechnical characteristic properties obtained in the field and laboratory, various site-specific seismic response analyses were conducted for total 75 sites by adopting both equivalent-linear and non-linear methods. The analysis results showed that the site coefficients specified in the current Korean provision underestimate the ground motion in the short-period range and overestimate in the mid-period range. These differences can be explained by the differences in the local site characteristics including the depth to bedrock between Korea and western US. Based on the analysis results in this study and the prior research results for the Korean peninsula, new site classification system was developed by introducing the site period as representative criterion and the mean $V_S$ to a depth of shallower than 30 m as additional criterion, to reliably determine the ground motions and the corresponding design spectra taking into account the regional site characteristics in Korea.

• Journal of Korean Society of Coastal and Ocean Engineers
• /
• v.30 no.6
• /
• pp.306-318
• /
• 2018

In order to evaluate the seismic capacity of massive vertical type breakwaters which have intensively been deployed along the coast of South Korea over the last two decades, we carry out the preliminary numerical simulation against the PoHang, GyeongJu, Hachinohe 1, Hachinohe 2, Ofunato, and artificial seismic waves based on the measured time series of ground acceleration. Numerical result shows that significant sliding can be resulted in once non-negligible portion of seismic energy is shifted toward the longer period during its propagation process toward the ground surface in a form of shear wave. It is well known that during these propagation process, shear waves due to the seismic activity would be amplified, and non-negligible portion of seismic energy be shifted toward the longer period. Among these, the shift of seismic energy toward the longer period is induced by the viscosity and internal friction intrinsic in the soil. On the other hand, the amplification of shear waves can be attributed to the fact that the shear modulus is getting smaller toward the ground surface following the descending effective stress toward the ground surface. And the weakened intensity of soil as the number of attacking shear waves are accumulated can also contribute these phenomenon (Das, 1993). In this rationale, we constitute the numerical model using the model by Hardin and Drnevich (1972) for the weakened shear modulus as shear waves go on, and shear wave equation, in the numerical integration of which $Newmark-{\beta}$ method and Modified Newton-Raphson method are evoked to take nonlinear stress-strain relationship into account. It is shown that the numerical model proposed in this study could duplicate the well known features of seismic shear waves such as that a great deal of probability mass is shifted toward the larger amplitude and longer period when shear waves propagate toward the ground surface.

• Journal of Korean Society of Disaster and Security
• /
• v.9 no.2
• /
• pp.87-91
• /
• 2016

In recent years, lots of damages appear frequently due to cyber terrorism and natural disasters such as typhoon 'Chaba', earthquake at Kyeongju. The damages lead to people's anxiety and public institutions connected directly with them also can't be free from the threat situation. In addition, public institutions must prepare business continuity issues with the highest priority in the event of disasters because they are closest with people's safety. However, preceding researches suggest needs of disaster mitigation activities management system or central office oriented top-down BCP establishing system. In this study, We grasp the current status of public institutions's business continuity plan(BCP) against disaster and we propose an efficient bottom-up method for structuring the BCP of public institutions.