• Title/Summary/Keyword: 고베

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지진의 성질과 내진설계

  • 홍갑표
    • Journal of KSNVE
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    • v.5 no.1
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    • pp.6-10
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    • 1995
  • 본 글에서는 지진의 기본적인 성질, 지진파의 특성, 스펙트럼 및 내진설게시 고려되어아 할 사향에 대하여 알아보았다. 점점 고층화되어가는 건축구조물에 대한 내진설계의 필요성이 더욱 커지고 있는 때에, 발생한 일본 고베 지진의 피해는 국내 의 건축구조 학자와 저눈가에 큰 영향을 주었을 것으로 생각된다. 예를 들어, 콘크 리트 건물의 설계시 기둥의 대근(hoop)의 중요성이 드러났으며, 질량이 무거운 건물 이 관성력을 더 많이 받게 되어 큰 피해가 발생한 것을 알 수 있었다. 구조물의 재료 적인 성질의 변화와 구조시스템의 변화를 이용한 내진설계에 대한 연구가 더욱 활발 히 진행될 것으로 생각되며, 또한 지진에 따른 건물의 진동을 조절하기 위한 진동 제어분야도 더 많은 연구가 필요하다고 생각된다.

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Seismic Performance of Landing Pier with Batter Pile (경사말뚝이 있는 잔교식 안벽의 내진 성능 평가)

  • 권오순;장인성;박우선
    • Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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    • 2002.08a
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    • pp.92-99
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    • 2002
  • 1995년 일본 고베지진 이후 우리나라에서도 지진에 대한 연구가 활발히 이루어지고 있으며, 현재 국내 여러 기간시설에 대한 내진안전성 평가와 내진설계가 실시되고 있다. 국내 기존 항만시설에 대해서도 내진 안정성 평가가 수행되고 있으며 현재계획ㆍ시공되고 있는 항만에서도 내진설계가 반영되고 있다. 중요한 항만시설물 중 하나인 잔교식 안벽은 연직말뚝과 경사말쪽을 조합하여 사용하고 있으나, 최근 내진설계에서 경사말뚝이 지진과 같은 동적 하중에 취약하다는 이유로 사용에 제한을 받고 있다. (중략)

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A Risk Evaluation Method of Slope Failure Due to Rainfall using a Digital Terrain Model (수치지형모델을 이용한 강우시 사면 붕괴 위험도 평가에 관한 제안)

  • Chae, JongGil;Jung, MinSu;Torii, Nobuyuki;Okimura, Takashi
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.30 no.6C
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    • pp.219-229
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    • 2010
  • Slope failure in South Korea generally occurs by the localized heavy rain in a rainy season and typhoon, and it annually causes huge losses of both life and property because nearly 70% of territory in South Korea is covered with mountains. It is required to measure the risk of slope failure quantitatively before proper prevention methods are provided. However, there is no way to estimate the risk based on realtime rainfall, geological characteristics, and geotechnical engineering properties. This study presents the development of digital terrion model to predict slope stability using infinite slope stability theory combined with temporal groundwater change. Case studies were performed to investigate factors to affect slope stability in Japan.

Liquefaction Analysis at Multi-Layered Ground Considering Viscoplastic Effect of Clay (점성토의 점소성 효과를 고려한 다층지반의 액상화 해석)

  • Yoon, Yong-Sun;Lee, Jae-Deuk;Kim, Yong-Seong
    • Journal of The Korean Society of Agricultural Engineers
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    • v.55 no.5
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    • pp.59-69
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    • 2013
  • 본 연구에서는 동적 점탄-점소성 구성식에 기초한 다층지반의 1차원 액상화 해석을 수행하였다. 일본 고베 포트아일랜드에서 발생한 1995 Hyogoken Nanbu 지진에 대하여 지반 모델링을 하였으며, 사질토 지반에는 탄소성 모델을, 점성토 지반에는 점탄-점소성 모델 및 탄-점소성 모델을 각각 적용하였다. 본 연구 결과, 모델 지반의 경우 지표 10 m 아래를 전후하여 액상화가 발생하였으며 액상화가 발생한 지반을 통과하는 지진파는 감쇠특성을 나타내고 이 때 전단변형률을 크게 증가시켰다. 또한, 대변형률 영역에서의 점성토의 동적거동 해석에서는 점소성 거동특성이 지배적이므로 점소성 모델의 적용이 중요함을 알 수 있었다. 한편 동적 점탄-점소성 구성모델은 대변형률 영역에서 점성토의 소성변형을 유발하는 대형 지진 발생시 점성토의 증폭 및 감쇠특성 분석에 적용 가능한 모델임을 확인하였다.

Damagings of Cutural Properties Caused by the Giant Earthquake around Hanshin-Danro Area (판신${\cdot}$담로 대지진에 의한 문화재 피해)

  • Kim, Donghyun
    • Journal of Conservation Science
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    • v.6 no.1 s.7
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    • pp.89-95
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    • 1997
  • An international symposium on the prevention of disasters of cultural properties was held in Tokyo and Kobe cities from January 18 to 24, 1997. Datapresented at this symposium concerning damagings of cultural properties caused by the giant earthquake around Hanshin-Danro area were reviewed for preventing disasters of cultural properties caused by an earthquake were presented for this country.

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A Study on the Utilization of Disaster-Ethnography for Disaster Response - a study on the planning the Kobe Earthquake - (재난대응 고도화를 위한 재해에스노그래피 활용방안 연구 - 일본 고베지진 사례를 중심으로 -)

  • Park, Young-Jin
    • 한국방재학회:학술대회논문집
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    • 2008.02a
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    • pp.123-126
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    • 2008
  • This research develops a methodology for standard design of spatial Database utilizing the disaster ethnography. Especially, the disaster response operation is sensitive to the size of the disaster, location, damage situation, resource a variability, etc. Moreover, there are many unknown and unexpected factors that will affect the disaster response strategy. But, the future Crisis Management Systems is needed that past disaster teaching. In another words, from now on the response systems need to prepare several scenarios and spatial data and manual etc. before the disaster. Then, this research is the experimental research which examined the relationship between the disaster-ethnography and the GIS spatial data of disaster.

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A Study on the Asia Container Ports Clustering Using Hierarchical Clustering(Single, Complete, Average, Centroid Linkages) Methods with Empirical Verification of Clustering Using the Silhouette Method and the Second Stage(Type II) Cross-Efficiency Matrix Clustering Model (계층적 군집분석(최단, 최장, 평균, 중앙연결)방법에 의한 아시아 컨테이너 항만의 클러스터링 측정 및 실루엣방법과 2단계(Type II) 교차효율성 메트릭스 군집모형을 이용한 실증적 검증에 관한 연구)

  • Park, Ro-Kyung
    • Journal of Korea Port Economic Association
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    • v.37 no.1
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    • pp.31-70
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    • 2021
  • The purpose of this paper is to measure the clustering change and analyze empirical results, and choose the clustering ports for Busan, Incheon, and Gwangyang ports by using Hierarchical clustering(single, complete, average, and centroid), Silhouette, and 2SCE[the Second Stage(Type II) cross-efficiency] matrix clustering models on Asian container ports over the period 2009-2018. The models have chosen number of cranes, depth, birth length, and total area as inputs and container TEU as output. The main empirical results are as follows. First, ranking order according to the efficiency increasing ratio during the 10 years analysis shows Silhouette(0.4052 up), Hierarchical clustering(0.3097 up), and 2SCE(0.1057 up). Second, according to empirical verification of the Silhouette and 2SCE models, 3 Korean ports should be clustered with ports like Busan Port[ Dubai, Hong Kong, and Tanjung Priok], and Incheon Port and Gwangyang Port are required to cluster with most ports. Third, in terms of the ASEAN, it would be good to cluster like Busan (Singapore), Incheon Port (Tanjung Priok, Tanjung Perak, Manila, Tanjung Pelpas, Leam Chanbang, and Bangkok), and Gwangyang Port(Tanjung Priok, Tanjung Perak, Port Kang, Tanjung Pelpas, Leam Chanbang, and Bangkok). Third, Wilcoxon's signed-ranks test of models shows that all P values are significant at an average level of 0.852. It means that the average efficiency figures and ranking orders of the models are matched each other. The policy implication is that port policy makers and port operation managers should select benchmarking ports by introducing the models used in this study into the clustering of ports, compare and analyze the port development and operation plans of their ports, and introduce and implement the parts which required benchmarking quickly.

Seismic Performance-Based Design for Breakwater (방파제의 성능기반 내진설계법)

  • Kim, Young-Jun;Park, Inn-Joon
    • Journal of the Korean Geotechnical Society
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    • v.38 no.12
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    • pp.91-101
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    • 2022
  • The 1995 Kobe earthquake caused a massive damage to the Port of Kobe. Therefore, it was pointed out that it was impossible to design port structures for Level II (Mw 6.5) earthquakes with quasi-static analysis and Allowable Stress Design methods. In Japan and the United States, where earthquakes are frequent, the most advanced design standards for port facilities are introduced and applied, and the existing seismic design standards have been converted to performance-based design. Since 1999, the Korean Port Seismic Design Act has established a definition of necessary facilities and seismic grades through research on facilities that require seismic design and their seismic grades. It has also established a performance-based seismic design method based on experimental verification. In the performance-based seismic design method of the breakwater proposed in this study, the acceleration time history on the surface of the original ground was subjected to a fast Fourier transform, followed by a filter processing that corrected the frequency characteristics corresponding to the maximum allowable displacement with respect to performance level of the breakwater and the filtered spectrum. The horizontal seismic coefficient for the equivalent static analysis considering the displacement was calculated by inversely transforming (i.e., subjected to an inverse fast Fourier transform) into the acceleration time history and obtaining the maximum acceleration value. In addition, experiments and numerical analysis were performed to verify the performance-based seismic design method of breakwaters suitable for domestic earthquake levels.

Study on Optimum Design for Embankment Construction on Soft Ground Treated by SCP (SCP개량지반상에 성토시공 시 최적설계에 관한 연구)

  • Chae, Jong-gil;Park, Yeong-Mog;Jung, MinSu
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.29 no.6C
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    • pp.251-258
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    • 2009
  • In this study, the optimum design conditions for embankment construction on soft clay layer improved by soil compaction pile (SCP) are discussed by comparing the practical design method to the reliability design which is based on the loss function and advanced first order second moment (AFOSM) method. The results are summarized as follows; 1) the relationship between safety factor and failure probability becomes heavy exponentially, failure probability decreases rapidly till 1% approximately until safety factor is smaller than 1.2 and after then, failure probability decrease gradually along the increase of the safety factor. The design safety factor of 1.2 may be the critical value that has been established on considering both relationships appropriately, 2) the safety factor of 1.15 at the minimum expected total cost is a little smaller than the design safety factor of 1.2 and the failure probability is about 1%, 3) the sensitivities of the ratio of stress share and the internal friction angle of sand is larger than the variables related the undrained shear strength of soft layer. This result means that the distribution characteristic of n and ${\phi}$ influences on the stability analysis considerably and they should be considered necessarily on stability analysis of embankment on soft layer improved by SCP, 4) new failure points of the input variables at the design safety factor of 1.2(below failure probability of 0.1~0.3%) is far 1~2 times of standard deviation from the initial design values of themselves.

Multi-Objective Onboard Measurement from the Viewpoint of Safety and Efficiency (안전성 및 효율성 관점에서의 다목적 실선 실험)

  • Sang-Won Lee;Kenji Sasa;Ik-Soon Cho
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2023.11a
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    • pp.116-118
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    • 2023
  • In recent years, the need for economical and sustainable ship routing has emerged due to the enforced regulations on environmental issues. Despite the development of weather forecasting technology, maritime accidents by rough waves have continued to occur due to incorrect weather forecasts. In this study, onboard measurements are conducted to observe the acutal situation on merchant ships in operation encountering rough waves. The types of measured data include information related to navigation (Ship's position, speed, bearing, rudder angle) and engine (engine revolutions, power, shaft thrust, fuel consumption), weather conditions (wind, waves), and ship motions (roll, pitch, and yaw). These ship experiments was conducted to 28,000 DWT bulk carrier, 63,000 DWT bulk carrier, 20,000 TEU container ship, and 12,000 TEU container ship. The actual ship experiment of each ship is intended to acquire various types of data and utilize them for multi-objective studies related to ship operation. Additionally, in order to confirm the sea conditions, the directional wave spectrum was reproduced using a wave simulation model. Through data collection from ship experiments and wave simulations, various studies could be proceeding such as the measurement for accurate wave information by marine radar and analysis for cargo collapse accidents. In addition, it is expected to be utilized in various themes from the perspective of safety and efficiency in ship operation.

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