• Title/Summary/Keyword: response prediction

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Prediction of response of Ulsan coastal area using downscaling model (다운스케일링 기법을 이용한 울산만의 물리 특성 변화 예측)

  • Kim, Bo Ram;Hwang, Jin Hwan
    • Proceedings of the Korea Water Resources Association Conference
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    • 2015.05a
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    • pp.81-81
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    • 2015
  • 전 지구적 기후변화는 대기-해양의 물리 특성을 변화시켜, 연안 및 하구의 수온상승과 염도 변화의 주요 원인이 되며, 생태 환경 및 다양한 경제 사회 문제를 야기 시킬 수 있다. 이러한 변화를 예측하고 영향을 최소화 하기위해서는 연안의 물리 특성을 세밀하고 정확하게 예측해야 한다. 그러나, 기후변화의 영향을 고려한 대기-해양 전 지구모델의 기후변화 시나리오는 우리나라와 같이 작고 복잡한 연안 지형을 가진 지역의 미래 환경 변화 예측에 적합하지 않다. 본 연구에서는 저해상도 정규격자 모형인 RIAMOM(RIAM Ocean Model)의 결과를 이용하여 비정규격자 모형인 FVCOM(Finite Volume Coastal Ocean Model)으로 울산만의 미래 물리 특성 변화를 상세 예측하였다. 기후변화로 인한 대기-해양의 물리 특성 변화를 고려하여 한국 주변해 및 연안을 대상으로 모의한 RIAMOM의 결과를, 본 연구의 대상 지역인 울산만 FVCOM 모델 경계에 초기 값과 시계열 자료로 사용하였다. FVCOM 모의 결과를 RIAMOM 자료와 비교 했을 때, 초기 표층 염분과 수온이 각각 0.4%, 2%의 오차를 보였다. 조위는 개방경계에서 01~0.4% 정도의 오차가 나타나, 다운스케일링(downscaling) 기법을 통한 수치 모의 결과가 초기 수온과 염분 및 조위 특성을 잘 재현하는 것으로 나타났다. 2001년(현 상태), 2050년(미래), 해수면 상승의 영향을 고려한 2050년에 대하여 모의 한 결과. 정규격자 모형인 RIAMOM에서 나타나지 않았던 기후변화로 인한 표층 염분과 수온의 상세한 변화가 울산만의 태화강 하구에서 나타났고, 염수쐐기의 길이 또한 상류쪽으로 증가하는 결과를 나타내었다. 다운스케일링을 통한 대상 지역의 상세 모델을 통해 기존의 예측 모델에서도출할 수 없던 결과를 나타낸 바, 향후 연구를 통해 지역의 장기 상세 환경 변화 예측에 활용할 수 있을 것으로 예상한다.

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Damage Prediction Using Heavy Rain Risk Assessment (호우 위험도 평가를 이용한 피해예측)

  • Kim, Jong Sung;Choi, Chang Hyun;Lee, Jong So;Kim, Hung Soo
    • Proceedings of the Korea Water Resources Association Conference
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    • 2017.05a
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    • pp.154-154
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    • 2017
  • 전 세계적인 기후변동과 기후변화의 영향으로 대규모 인명 및 재산피해를 유발하는 자연재난의 빈도와 강도가 증가하고 있다. 이렇게 변화하는 상황에서 효율적인 대책을 수립하기 위해서는 재해에 노출된 특성을 지역적 특성과 함께 고려하여 지역별로 재해에 위험한 정도를 평가하는 것이 선행되어지고, 재난 피해 발생전에 피해 지역 및 범위를 예측하는 것이 필요하다고 판단된다. 따라서 본 연구에서는 국내 자연재난 피해의 65% 이상을 차지하는 호우피해를 대상으로 PSR(Pressure-State-Response) 구조를 이용하여 호우피해위험지수(Heavy rain Damage Risk Index, HDRI)를 제안하여 호우 위험도를 평가하고자하였다. 또한 도출된 지역별 위험등급에 따른 호우피해 예측함수를 개발하여 재해발생 전에 개략적인 피해의 범위를 예측하고자 하였다. 먼저 지역별 호우 위험도 평가를 위해 압력지표, 현상지표, 대책지표를 구축하고, 주성분분석을 이용하여 평가지표를 결정하였다. 결정된 평가지표를 동일한 가중치를 부여하여 호우피해위험지수를 도출하였다. 분석결과, 경기도 31개 지자체 중에서 가장 안전한 1등급인 지자체는 15개의 지자체로 나타났으며, 2등급인 지자체는 7개, 3등급인 지자체는 9개로 분류되었다. 지자체별 호우 위험도 등급에 따라서 재해기간별 총강우량, 재해일수, 선행강우량(1~5일), 지속시간별 최대강우량(1~24시간) 등의 자료를 설명변수로 구축하였고, 다중회귀모형과 주성분분석을 활용하여 예측함수를 개발하였다. 등급별 호우피해 예측함수는 N-RMSE가 12~18%로 호우피해를 적절하게 예측하는 것으로 평가되었다. 본 연구를 통해 지자체별 호우피해위험도 등급을 파악 할 수 있으며, 평가된 호우피해위험도 등급별로 호우피해 예측함수 개발을 통해 사전에 호우피해 발생 및 규모를 파악할 수 있게 되었다. 따라서 본 연구의 결과는 각 지자체 및 관련 부처에서 효과적인 방재체계를 수립하는데 있어 기초자료로 활용될 수 있을 것으로 판단된다.

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Experimental and analytical investigation of composite columns made of high strength steel and high strength concrete

  • Lai, Binglin;Liew, J.Y. Richard;Xiong, Mingxiang
    • Steel and Composite Structures
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    • v.33 no.1
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    • pp.67-79
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    • 2019
  • Composite columns made of high strength materials have been used in high-rise construction owing to its excellent structural performance resulting in smaller cross-sectional sizes. However, due to the limited understanding of its structural response, current design codes do not allow the use of high strength materials beyond a certain strength limit. This paper reports additional test data, analytical and numerical studies leading to a new design method to predict the ultimate resistance of composite columns made of high strength steel and high strength concrete. Based on previous study on high strength concrete filled steel tubular members and ongoing work on high strength concrete encased steel columns, this paper provides new findings and presents the feasibility of using high strength steel and high strength concrete for general double symmetric composite columns. A nonlinear finite element model has been developed to capture the composite beam-column behavior. The Eurocode 4 approach of designing composite columns is examined by comparing the test data with results obtained from code's predictions and finite element analysis, from which the validities of the concrete confinement effect and plastic design method are discussed. Eurocode 4 method is found to overestimate the resistance of concrete encased composite columns when ultra-high strength steel is used. Finally, a strain compatibility method is proposed as a modification of existing Eurocode 4 method to give reasonable prediction of the ultimate strength of concrete encased beam-columns with steel strength up to 900 MPa and concrete strength up to 100 MPa.

Reliability Design Analysis for Underwater Buriend PBA Based on PoF (고장물리 기반 수중 매설형 PBA에 대한 신뢰성 설계 연구)

  • Kim, Ji-Young;Lee, Ki-Won;Yoon, Hong-Woo;Lee, Seung-Jin;Heo, Jun-Ki;Kwon, Hyeong-Ahn
    • Journal of Applied Reliability
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    • v.17 no.4
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    • pp.280-288
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    • 2017
  • Purpose: PBA buried in underwater requires high reliability because of its mission critical characteristic and harsh operational environment during its life cycle. Therefore, various reliability improvement activities are necessary. The defect on PBA manufacturing process have been studied, as a result, many activities and standards have been presented. However, there are less studies regarding failure pattern on physical features based on design. In this paper, we studied a possible failure patten based on physical features that is related with manufacturing process of PBA. And reliability improvement design based on PoF (Physical of Failure) were intruduced in this paper. Methods: A reliability prediction simulation were performed on the components A and B of the H system using Sherlock Software which is a PoF commercial tool from DFR solution. Solder fatigue and PTH fatigue analysis based on thermal cycling profiles and random vibration was analyzed on three earthquake response spectrum. Result: It was validated that life time and reliability improvement design through solder fatigue and PTH fatigue analysis in case of component. For compoenet B, random vibration fatigue was additionally analyzed and validated reliability for earthquakes profile. Conclusion: In design stage prior to manufacturing, PoF can be analyzed, and it is possible to make a reliability improvement/validated design using design data. This study can be applied in every design step and contribute to make more stable development product.

On the Grounding Damage of Ship Bottom Stiffened Platings(Part II : Damage Prediction Formula) (좌초시 선저보강판의 손상에 관한 연구(제2보 : 손상추정식))

  • Jeom-Kee Paik;Tak-Kee Lee
    • Journal of the Society of Naval Architects of Korea
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    • v.31 no.4
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    • pp.119-129
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    • 1994
  • The aim of the present study is to derive an empirical formula relating the absorbed energy and the cutting length for longitudinally stiffened steel palates which are cut by a wedge, idealizing the ship bottom stiffened platings in groundings. This study is based on the test results and the investigations of some parameters affecting the cutting response, described in Part I. By dimensionless ana1ysis of the test results obtained in a quasi-static loading condition, the energy absorbed while a longitudinally stiffened plate is cut by a wedge is expressed as functions of the cutting length, the yield stress, the equivalent plate thickness and the wedge angle. Also, the dynamic effects are incorporated into the static formula such that the proposed formula can be applied to the impact loading situations. The validity of the proposed formula is checked by comparing with the results obtained by the other existing formulas or by the drop-hammer tests.

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Prediction of Heave Natural Frequency for Floating Bodies (부유체의 상하동요 고유진동수 예측)

  • Kim, Ki-Bum;Lee, Seung-Joon
    • Journal of the Society of Naval Architects of Korea
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    • v.54 no.4
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    • pp.329-334
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    • 2017
  • As the motion response of heave for floating bodies on the water surface is relatively large near the natural frequency, it is necessary to predict its value accurately from the stage of initial design. Bodies accelerating in fluid experience force acted upon by the fluid, and this force is quantified by using the concept of added mass. For predicting the natural frequency of heave we need to know the added mass, which is given as a function of frequency, and hence the natural frequency can be obtained through only by iteration process, as was pointed out by Lee (2008). His method was applied to circular cylinders, and two dimensional cylinders of Lewis form by making use of the Ursell-Tasai method in the previous works, Lee and Lee (2013), Kim and Lee (2013), and Song and Lee (2015). In this work, a similar algorithm employing the concept of strip method is adopted for predicting the heave natural frequency of KCS(KRISO Container Ship), and the obtained computational result was compared with other existing experimental data, and the agreement seems reasonable. Furthermore, through the error analysis, it is shown that why the frequency corresponding to the local minimum of the added mass and the natural frequency are very close. And it seems probable that we can predict the heave natural frequency if we know only the local minimum of added mass and the corresponding frequency under a condition, which holds for ship-like bodies in general.

Vibration Serviceability Evaluation for Pedestrian of Concrete Cable-stayed Bridge by Experimental Method (실험적 방법에 의한 콘크리트 사장교의 보행자 중심 진동사용성 평가)

  • Kang, Sung-Hoo;Choi, Bong-Hyun;Park, Sun-Joon
    • Journal of the Korean Society of Hazard Mitigation
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    • v.11 no.2
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    • pp.59-66
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    • 2011
  • In this study, the vibration serviceability of pedestrian by travelling vehicles on the cable-stayed bridge with concrete tower was studied. Experiment variables were considered travelling speed of vehicles, pavement state of asphalt on the deck and weight of vehicles, preferentially. Especially, pavement grade states were considered by A and C grades by BMS (Bridge Management System) standard. The incremental ratio extent of vibration acceleration responses, asphalt pavement grade C over A, was construed to 1.23~1.43. Only, these results are valid within extent of the Scaled-Weight 228.0~1161.9 km/h kN. The vibration equations for acceleration responses prediction of bridge deck were proposed into three types, reliability 50%, 90%, 95% respectively. These equations can consider asphalt pavement grade, and the vehicle's weight and travelling velocity, which are the source of vibration, are combined into the term called, 'Scaled Weight'.

Artificial neural network for predicting nuclear power plant dynamic behaviors

  • El-Sefy, M.;Yosri, A.;El-Dakhakhni, W.;Nagasaki, S.;Wiebe, L.
    • Nuclear Engineering and Technology
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    • v.53 no.10
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    • pp.3275-3285
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    • 2021
  • A Nuclear Power Plant (NPP) is a complex dynamic system-of-systems with highly nonlinear behaviors. In order to control the plant operation under both normal and abnormal conditions, the different systems in NPPs (e.g., the reactor core components, primary and secondary coolant systems) are usually monitored continuously, resulting in very large amounts of data. This situation makes it possible to integrate relevant qualitative and quantitative knowledge with artificial intelligence techniques to provide faster and more accurate behavior predictions, leading to more rapid decisions, based on actual NPP operation data. Data-driven models (DDM) rely on artificial intelligence to learn autonomously based on patterns in data, and they represent alternatives to physics-based models that typically require significant computational resources and might not fully represent the actual operation conditions of an NPP. In this study, a feed-forward backpropagation artificial neural network (ANN) model was trained to simulate the interaction between the reactor core and the primary and secondary coolant systems in a pressurized water reactor. The transients used for model training included perturbations in reactivity, steam valve coefficient, reactor core inlet temperature, and steam generator inlet temperature. Uncertainties of the plant physical parameters and operating conditions were also incorporated in these transients. Eight training functions were adopted during the training stage to develop the most efficient network. The developed ANN model predictions were subsequently tested successfully considering different new transients. Overall, through prompt prediction of NPP behavior under different transients, the study aims at demonstrating the potential of artificial intelligence to empower rapid emergency response planning and risk mitigation strategies.

Preliminary study on Typhoon Information Contents Development for Pre-disaster Prevention Activities (사전방재활동을 위한 태풍정보 콘텐츠 개발에 관한 기초 연구)

  • Kim, Eun-Byul;Park, Jong-Kil;Jung, Woo-Sik
    • Journal of Environmental Science International
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    • v.27 no.11
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    • pp.957-966
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    • 2018
  • This study intend to induce citizen's voluntary preliminary disaster prevention activity to reduce damage of typhoon that occurs every year. For this purpose, a survey was conducted to develop Typhoon information contents. The number of samples used in the survey was set to 500 people, and citizens living in Jeju, Busan, and Jeonlanam-do were surveyed for areas with high typhoon disasters in order to develop practical and efficient information. The survey consisted of perception about natural disaster, how to get and use weather information, satisfaction with typhoon information and requirements. The general public perceived the typhoon as the first natural disaster. As a result of responding to the method of obtaining and utilizing weather information, the frequency of collecting weather information at the time of issuance of typhoon special report is higher than usual. The purpose of using weather information is clear and the response rate is high for the purpose of disaster prevention. The medium mainly collecting weather information is Internet portal site and mobile phone besides television. The current satisfaction with typhoon weather information is 34.8%, in addition to the accuracy of prediction, it is necessary to improve the information (that is content) provided. Specific responses to the content were investigated not only for single meteorological factors, but also for possible damage and potential countermeasures in the event of a disaster such as a typhoon. As can be seen from the above results, people are requested to provide information that can be used to detect and cope with disasters. The development of new content using easy accessible media will contribute to the reduction of damages caused by the typhoon that will occur in the future, and also to the disaster prevention activity.

Liquid Biopsy: Current Status and Future Perspective in Gastric Cancer and Helicobacter Infection (액체 생검(Liquid Biopsy): 위암 및 헬리코박터 감염증에서 적응과 전망)

  • Kang, Eun A;Han, Young Min;Park, Jong Min;Yoo, In Kyung;Hong, Sung Pyo;Hahm, Ki Baik
    • The Korean journal of helicobacter and upper gastrointestinal research
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    • v.18 no.3
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    • pp.150-156
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    • 2018
  • Precision medicine stands for 4Ps - precise, preventive, participatory, and personal; in which "precision" is important because the current modern medicine starts from "trial and error," and "one does not fit all". Current targeted therapies for cancer have changed treatment approaches and led the precision medicine; however, clinical use of liquid biopsy, using blood or other liquid specimens to characterize circulating tumor cells (CTC) or tumor genes instead of biopsies of tumor tissues, still awaits availability of more information regarding non-invasive cancer detection and characterization, prediction of treatment response, monitoring the disease course and relapse possibilities, identification of mechanisms of drug resistance, and newer pathogenesis. In this review, we will introduce the basic concept of CTC, circulating cell free DNA, and exosomes and their possible application for gastric cancer relevant with Helicobacter pylori infection.