• 제목/요약/키워드: Site Response Analysis

검색결과 655건 처리시간 0.026초

19th May 2011 Simav (Kütahya) earthquake and response of masonry Halil Aga Mosque

  • Ural, Ali
    • Earthquakes and Structures
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    • 제4권6호
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    • pp.671-683
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    • 2013
  • The May 19, 2011 an earthquake hit Simav (K$\ddot{u}$tahya) province in Turkey. Simav is a district of K$\ddot{u}$tahya located 255 km southwest from capital city of Turkey. According to Turkish General Directorate of Disaster Affairs (DAD), the magnitude of this moderate earthquake was 5.7. The major percent of the housing stock in the affected region was built in masonry. Many masonry dwellings, mosques and also minarets were heavily damaged due to this seismic activity. The Halil Aga Mosque and its minaret were also heavily damaged as a masonry structure around the earthquake region. In this paper, a site survey of masonry damages is presented and Response Spectrum Analysis of the Halil Aga Mosque is performed using the finite element method.

Buffeting response of long suspension bridges to skew winds

  • Xu, Y.L.;Zhu, L.D.;Xiang, H.F.
    • Wind and Structures
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    • 제6권3호
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    • pp.179-196
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    • 2003
  • A long suspension bridge is often located within a unique wind environment, and strong winds at the site seldom attack the bridge at a right angle to its long axis. This paper thus investigates the buffeting response of long suspension bridges to skew winds. The conventional buffeting analysis in the frequency domain is first improved to take into account skew winds based on the quasi-steady theory and the oblique strip theory in conjunction with the finite element method and the pseudo-excitation method. The aerodynamic coefficients and flutter derivatives of the Tsing Ma suspension bridge deck under skew winds, which are required in the improved buffeting analysis, are then measured in a wind tunnel using specially designed test rigs. The field measurement data, which were recorded during Typhoon Sam in 1999 by the Wind And Structural Health Monitoring System (WASHMS) installed on the Tsing Ma Bridge, are analyzed to obtain both wind characteristics and buffeting responses. Finally, the field measured buffeting responses of the Tsing Ma Bridge are compared with those from the computer simulation using the improved method and the aerodynamic coefficients and flutter derivatives measured under skew winds. The comparison is found satisfactory in general.

Seismic performance assessment of NPP concrete containments considering recent ground motions in South Korea

  • Kim, Chanyoung;Cha, Eun Jeong;Shin, Myoungsu
    • Nuclear Engineering and Technology
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    • 제54권1호
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    • pp.386-400
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    • 2022
  • Seismic fragility analysis, a part of seismic probabilistic risk assessment (SPRA), is commonly used to establish the relationship between a representative property of earthquakes and the failure probability of a structure, component, or system. Current guidelines on the SPRA of nuclear power plants (NPPs) used worldwide mainly reflect the earthquake characteristics of the western United States. However, different earthquake characteristics may have a significant impact on the seismic fragility of a structure. Given the concern, this study aimed to investigate the effects of earthquake characteristics on the seismic fragility of concrete containments housing the OPR-1000 reactor. Earthquake time histories were created from 30 ground motions (including those of the 2016 Gyeongju earthquake) by spectral matching to the site-specific response spectrum of Hanbit nuclear power plants in South Korea. Fragility curves of the containment structure were determined under the linear response history analysis using a lumped-mass stick model and 30 ground motions, and were compared in terms of earthquake characteristics. The results showed that the median capacity and high confidence of low probability of failure (HCLPF) tended to highly depend on the sustained maximum acceleration (SMA), and increase when using the time histories which have lower SMA compared with the others.

터널 횡방향 지진해석 Part I: 응답변위법을 통한 터널의 지진응답 예측 (Seismic Analysis of Tunnel in Transverse Direction Part I: Estimation of Seismic Tunnel Response via Method of Seismic Displacement)

  • 박두희;신종호;윤세웅
    • 한국지반공학회논문집
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    • 제26권6호
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    • pp.57-70
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    • 2010
  • 지진에 대하여 상당히 저항력이 높다고 알려진 터널도 최근 국외에서 발생한 대 지진들에 의해서 심각한 피해를 입은 사례가 지속적으로 발생하고 있으며 터널 내진설계의 필요성을 입증하고 있다. 지진동에 대하여 터널에 발생하는 다양한 변형모드 중에서 횡방향 전단변형이 가장 치명적인 모드로 알려졌다. 본 논문에서는 횡방향 터널의 지진해석을 유사정적해석의 일종인 응답변위법으로 수행하였다. 먼저, 지반 내 변위를 계산한 결과 단일 및 이중 코사인법의 예측결과는 정확하지 않을 수 있으니 주의해야 하며 1차원 지반응답해석을 수행하는 것이 적절한 것으로 나타났다. 나아가 터널의 응답을 단순해, 해석해, 그리고 연속체 수치해석으로 계산하였다. 비교 결과, 단순해는 터널의 응답을 정확하게 예측하지 못하는 것으로 나타났다. 해석해는 균질 지반과 원형터널에서는 적절하나 비균질 지반에서는 적절하지 않은 것으로 나타났다. 수치해석은 모든 경우에 적용 가능한 가장 정확한 방법인 것으로 나타났다. 또한, 선형해석은 보수적이며 지반의 비선형성을 고려하는 것이 적절한 것으로 나타났다.

수정된 등가선형해석기법의 정확성 평가 (Evaluation of Accuracy of Modified Equivalent Linear Method)

  • 정창균;곽동엽;박두희;김광균
    • 한국지반환경공학회 논문집
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    • 제11권6호
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    • pp.5-20
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    • 2010
  • 1차원 등가선형 지반응답해석은 지반에 의한 지진동의 증폭현상을 모사하는데 널리 사용되고 있다. 등가선형해석은 적은 수의 입력변수를 필요로하므로 사용하기 편리하며 해석 소요시간이 짧다는 장점을 가지고 있는 반면, 시간에 따라서 변화하는 지반의 비선형 거동을 모사할 수 없으며 일정한 전단탄성계수와 감쇠비를 해석 내내 적용하는 선형해석이라는 단점을 가지고 있다. 이와 같은 등가선형해석의 단점을 보완하기 위하여 진동 주파수와 변형률과의 관계를 모사하는 다양한 형태의 수정된 등가선형해석기법들이 개발되었다. 수정된 기법들은 전단변형률 푸리에 스펙트럼을 사용한다는 점에서는 동일하지만, 이로부터 변형률의 주파수 의존도를 정의하는 과정에서는 차이를 보이고 있다. 본 연구에서는 두 가지 수정된 등가선형해석기법들의 정확성을 평가하기 위하여 국내에서 조사된 두 개의 토층에서 일련의 비선형, 등가선형, 수정된 등가선형 지반응답해석을 수행하였다. 해석 결과, 수정된 등가선형해석기법들은 고주파수 요소를 과대 예측할 수 있으며, 특히 고주파수 요소가 풍부한 인공지진파를 입력 지진파로 사용하였을 경우 비현실적인 응답이 계산될 수 있는 것으로 나타났다.

Global and Local Competition between Exogenously Introduced microRNAs and Endogenously Expressed microRNAs

  • Kim, Doyeon;Kim, Jongkyu;Baek, Daehyun
    • Molecules and Cells
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    • 제37권5호
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    • pp.412-417
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    • 2014
  • It has been reported that exogenously introduced micro-RNA (exo-miRNA) competes with endogenously expressed miRNAs (endo-miRNAs) in human cells, resulting in a detectable upregulation of mRNAs with endo-miRNA target sites (TSs). However, the detailed mechanisms of the competition between exo- and endo-miRNAs remain uninvestigated. In this study, using 74 microarrays that monitored the whole-transcriptome response after introducing miRNAs or siRNAs into HeLa cells, we systematically examined the derepression of mRNAs with exo- and/or endo-miRNA TSs. We quantitatively assessed the effect of the number of endo-miRNA TSs on the degree of mRNA derepression. As a result, we observed that the number of endo-miRNA TSs was significantly associated with the degree of derepression, supporting that the derepression resulted from the competition between exo- and endo-miRNAs. However, when we examined whether the site proficiency of exo-miRNA TSs could also influence mRNA derepression, to our surprise, we discovered a strong positive correlation. Our analysis indicates that site proficiencies of both exo- and endo-miRNA TSs are important determinants for the degree of mRNA derepression, implying that the derepression of mRNAs in response to exo-miRNA is more complex than that currently perceived. Our observations may lead to a more complete understanding of the detailed mechanisms of the competition between exo- and endo-miRNAs and to a more accurate prediction of miRNA targets. Our analysis also suggests an interesting hypothesis that long 3'-UTRs may function as molecular buffer against gene expression regulation by individual miRNAs.

국내 항만 및 어항시설의 액상화 평가에 있어서 액상화 가능성 지수의 적용성 검토 (Application and Verification of Liquefaction Potential Index in Liquefaction Potential Assessment of Korean Port and Harbor)

  • 최재순
    • 한국지반공학회논문집
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    • 제37권5호
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    • pp.33-46
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    • 2021
  • 2016년 발생한 국내 계기 계측 사상 최대 규모의 경주지진과 2017년 팔레트구조 건축물의 기둥이 파괴되는 등 국내 최대 지진피해가 발생한 포항지진 이후, 국내 모든 시설물에 대한 내진설계기준이 개정되고 있으며 특히, 포항지진 피해사례 조사 도중 미국, 일본, 뉴질랜드 등 주로 강진지역 국가에서 발생하는 액상화 피해가 발견되어 이에 대한 설계기준의 보완도 심도있게 진행되고 있다. 이 연구에서는 최근 개정된 항만 및 어항시설 내진설계기준에서의 액상화 평가방법을 고찰하고 액상화 평가절차에 새롭게 인용된 액상화 가능성 지수(LPI)를 중심으로 적용성 검토를 수행하였다. 이때, 액상화 발생가능한 모래지반을 다양하게 조성하고 이에 대한 케이스별 LPI 값을 산정 비교하였다. 또한, 실제 22개소 항만의 지반자료를 이용하여 지진시 지반응답해석에 기초한 액상화 평가의 수행과 함께 22개소의 LPI 값들을 비교 검토하였다.

Screening for Patients with Non-small Cell Lung Cancer Who Could Survive Long Term Chemotherapy

  • Wu, Xue-Yan;Huang, Xin-En
    • Asian Pacific Journal of Cancer Prevention
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    • 제16권2호
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    • pp.647-652
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    • 2015
  • Background: Lung cancer was one of the most common cancers in both men and women all over the world. In this study, we aimed to clarify who could survive after long term chemotherapy in patients with advanced non-small cell lung cancer (NSCLC). Methods: We enrolled 186 patients with stage IV NSCLC after long term chemotherapy from Jun 2006 to Nov 2014 diagnosed in Jiangsu Cancer Hospital. Multiple variables like age, gender, smoking, histology of adenocarcinoma and squamous-cell cancer, number of metastatic sites, metastatic sites (e.g. lung, brain, bone, liver and pleura), hemoglobin, lymphocyte rate (LYR), Change of LYR during multiple therapies, hypertension, diabetes, chronic bronchitis, treatments (e.g.radiotherapy and targeted therapy) were selected. For consideration of factors influencing survival and response for patients with advanced NSCLC, logistic regression analysis and Cox regression analysis were used in an attempt to develop a screening module for patients with elevated survival after long term chemotherapy become possible. Results: Of the total of 186 patients enrolled, 69 survived less than 1 year (short-term group), 45 one to two years, and 72 longer than 3 years (long-term group). For logistic regression analysis, the short-term group was taken as control group and the long-term group as the case group. We found that age, histology of adenocarcinoma, metastatic site (e.g. lung and liver), treatments (e.g. targeted therapy and radiotherapy), LYR, a decreasing tendency of LYR and chronic bronchitis were individually associated with overall survival by Cox regression analysis. A multivariable Cox regression model showed that metastatic site (e.g. lung and liver), histology of adenocarcinoma, treatments (e.g. targeted therapy and radiotherapy) and chronic bronchitis were associated with overall survival. Thus metastatic site (e.g. lung and liver) and chronic bronchitis may be important risk factors for patients with advanced NSCLC. Gender, metastatic site (e.g. lung and liver), LYR and the decreasing tendency of LYR were significantly associated with long-term survival in the individual-variable logistic regression model (P<0.05). On multivariate logistic regression analysis, gender, metastatic site (e.g. lung and liver) and the decreasing tendency of LYR associated with long-term survival. Conclusions: In conclusion, female patients with stage IV adenocarcinoma of NSCLC who had decreasing tendency of LYR during the course therapy and had accepted multiple therapies e.g. more than third-line chemotherapy, radiotherapy and/or targeted therapy might be expected to live longer.

해일방재를 위한 GIS Decision Support Modeling (GIS Decision Support Modeling for Storm Surge Management)

  • 김수정;김승용;염재홍
    • 한국측량학회:학술대회논문집
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    • 한국측량학회 2004년도 춘계학술발표회논문집
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    • pp.435-440
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    • 2004
  • Most of our GIS implementation activities have been focussed on the management of urban information in local municipalities. Management of urban facilities has been the major issue of concern and has little role in providing the decision maker with alternatives from which one can analyse and choose the optimum solution. For this reason, the spatial decision support system is in need. Business analysis software is effectively used for site analysis of new stores, customer prospecting and other issues of decision making for business purposes, The same geoprocessing module of business analysis software would be useful if put to use for the management of disaster management especially for storm surge management. Application of the business analysis model for disaster management has been reviewed. Specially in case of storm surge, where quick response is crucial, the spatial decision support system will be most effective.

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지반-구조물 상호작용을 고려한 철도 교량하부 말뚝 기초의 내진 안정성 평가 (An Evaluation on the Seismic Stability of a Railway Bridge Pile Foundation Considering Soil-Structure Interaction)

  • 이기호;신민호
    • 한국철도학회논문집
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    • 제6권1호
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    • pp.29-40
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    • 2003
  • In this study, the three dimensional pile-soil dynamic interaction analysis of the railway bridge pile foundation was performed using SASSI 2000 program and the applicability of SASSI 2000 about an evaluation of the seismic stability of a pile foundation was examined. The numerical analysis was executed on the two site of actual construction and input properties such as the acceleration of bedrock were estimated by one dimensional seismic response analysis using the Pro-SHAKE. Consequently, all the piles of the subject of investigation showed that displacement occurred within a permitted limit and the shear force and moment largely occurred at the point where the soil stiffness varied rapidly.