• Title/Summary/Keyword: 리지해석

Search Result 56, Processing Time 0.028 seconds

Earthquake Response Analyses of Cable-Supported Bridges with Soil-Structure Interaction (SSI를 고려한 현수교의 지진응답해석)

  • Shin, Yung-Seok;Pack, Jang-Ho;Ahn, Sung-Chan
    • Proceedings of the Computational Structural Engineering Institute Conference
    • /
    • 2009.04a
    • /
    • pp.429-432
    • /
    • 2009
  • 본 논문에서는 현수교에 대하여 지반-구조물 상호작용을 고려한 해석을 수행하였다. 교량의 앵커리지와 기초를 부분구조법(Structure method)을 이용한 지반-구조물 상호작용(Soil-Structure Interaction) 해석프로그램 SASSI를 이용하여 구조물 저면에서의 지반 임피던스(Impedance)를 계산하고 이로부터 앵커리지 및 기초와 지반에 대응하는 강성, 질량, 그리고 감쇠를 가지는 집중 파라메터 모델을 구하였다. 그리고 현수교 유한요소 모델에 앵커리지 및 기초와 지반에 대한 집중 파라메터 모델을 연계하여 전체 교량에 대한 지반-구조물 시스템을 구성하고 시간영역에서의 지반 운동에 대한 동적해석을 수행하였다. 해석결과를 지반-구조물 상호작용을 고려하지 않은 경우와 고려한 경우를 비교하였고 파동전달효과를 고려한 경우와 고려하지 않은 경우를 비교함으로써 지반-구조물 상호작용의 영향을 살펴보았다.

  • PDF

노스리지 지진하의 강 뼈대 구조물에 대한 사례 연구

  • 김기동
    • Computational Structural Engineering
    • /
    • v.11 no.1
    • /
    • pp.46-57
    • /
    • 1998
  • 노스리지 지진하의 모멘트 저항 강 뼈대 구조물에 대한 사례연구결과를 요약하면 다음과 같다. 1) 탄성과 비탄성 동적해석 방법의 신뢰도가 구조물의 동적거동의 모형화에 크게 영향을 받는다는 것을 알 수 있었고 구조물의 동적거동의 모형화를 위한 보다 개선된 지침과 기준의 필요성이 부각되었다. 2) 비탄성 횡방향 정적해석은 6층높이의 건물까지는 비탄성동적해석과 유사한 결과를 보였으나 10층 이상의 건물에서는 고차 모드 효과를 고려하지 못하여 상당히 상이한 결과를 나타냈다. 3) 응답스펙트럼 해석은 노스리지 지진하에서 탄성 시간이력 해석에 비하여 100%까지 상이한 결과를 보였다. 특정지진에 대한 구조물거동의 상세조사시 응답 스펙트럼 해석 대신 시간이력해석을 수행하는 것이 바람직하다. 4) 탄성 부재력의 저항능력 비와 소성 회전각 등의 거동지수 등은 현존하는 건물의 연결부 손상을 검사하기 위한 지침을 마련하는데 도움을 줄 수 있지만 특정 연결부를 검사에서 배제시키는 유일한 근거로 사용되어서는 안될 것으로 판단된다.

  • PDF

Analysis of Pull-out Behavior of Tunnel-type Anchorage for Suspended Bridge Using 2-D Model Tests and Numerical Analysis (2차원 모형실험 및 수치해석을 통한 현수교 터널식 앵커리지의 인발거동 특성 분석)

  • Seo, Seunghwan;Park, Jaehyun;Lee, Sungjune;Chung, Moonkyung
    • Journal of the Korean Geotechnical Society
    • /
    • v.34 no.10
    • /
    • pp.61-74
    • /
    • 2018
  • In this study, the pull-out behavior of tunnel type anchorage of suspension bridges was analyzed based on results from laboratory size model tests and numerical analysis. Tunnel type anchorage has found its applications occasionally in both domestic and oversea projects, therefore design method including failure mode and safety factor is yet to be clearly established. In an attempt to improve the design method, scaled model tests were conducted by employing simplified shapes and structure of the Ulsan grand bridge's anchorage which was the first case history of its like in Korea. In the model tests, the anchorage body and the surrounding rocks were made by using gypsum mixture. The pull-out behavior was investigated under plane strain conditions. The results of the model tests showed that the tunnel type anchorage underwent wedge shape failure. For the verification of the model tests, numerical analysis was carried out using ABAQUS, a finite element analysis program. The failure behavior predicted by numerical analysis was consistent with that by the model tests. The result of numerical analysis also showed that the effect of Poisson's ratio was negligible, and that a plugging type failure mode could occur only when the strength of the surrounding rocks was 10 times larger than that of anchorage body.

A numerical study on pull-out behaviour of cavern-type rock anchorages (수치해석에 의한 암반상의 지중정착식 앵커리지 인발 거동 연구)

  • Hong, Eun-Soo;Cho, Gye-Chun;Baak, Seng Hyoung;Park, Jae-Hyun;Chung, Moonkyung;Lee, Seong-Won
    • Journal of Korean Tunnelling and Underground Space Association
    • /
    • v.16 no.6
    • /
    • pp.521-531
    • /
    • 2014
  • This paper is a study for behaviour of cavern type anchorage tunnels for suspension bridges with cable tension. Anchorage behaviour, design method for anchorage, and failure surface angle, ${\delta}$ are analyzed by comparing numerical analysis results and ultimate pullout capacities($P_u$) using bilinear corelation equation. Results show that design depths for cavern type anchorage tunnels are easily checked with linear relationships for $P/{\gamma}/H$ vs. displacement and $P_u/{\gamma}/H$ vs. H/b. The analysis results of maximum shear strain distribution and plastic status show that failure shapes are closer to circular arc model than soil cone model which frequently used. To an easy calculation of the ultimate pullout capacity, we propose a simple bilinear failure model in this study. The calculated ultimate pullout capacities from the proposed bilinear corelation equation using two failure angles results are similar to the ultimate pullout capacities from numerical analysis.

An Empirical Test of Negative Correlations between Operating and Financial Leverages (레버리지 분석에 의한 국내제조기업의 재무의사결정 행태 분석)

  • Jang, Ik-Hwan;Yoon, Yeo-Jun
    • The Korean Journal of Financial Management
    • /
    • v.21 no.1
    • /
    • pp.33-58
    • /
    • 2004
  • This paper tests Van Home's hypothesis, a negative correlation between degrees of operating leverage(DOL) and financial leverage(DFL). For an empirical analysis, we extract information from financial statements of manufacturing companies listed in the Korea Stock Exchange. Data extend from 1980 to 2001. The DOL continued to increase until 1997, but decreased dramatically after the IMF financial crisis. However, the DOL has been at a higher level than companies of other countries such as USA and Japan. The DFL has been maintained at a much higher level, as expected. The empirical results indicate a positive correlation between the DOL and the DFL, which is inconsistent with the VanHorne's hypothesis. To further investigate, we divide the whole sample into subgroups according to such management elements as asset size, level of leverages, earnings and cash flow. The results for sub-samples are different from those of whole sample. This indicates we need to incorporate specific managerial factors in order to correctly explain financial decision processes.

  • PDF

The Study for ENHPP Software Reliability Growth Model based on Burr Coverage Function (Burr 커버리지 함수에 기초한 ENHPP소프트웨어 신뢰성장모형에 관한 연구)

  • Kim, Hee-Cheul
    • Journal of the Korea Society of Computer and Information
    • /
    • v.12 no.4
    • /
    • pp.33-42
    • /
    • 2007
  • Accurate predictions of software release times, and estimation of the reliability and availability of a software product require quantification of a critical element of the software testing process : test coverage. This model called Enhanced non-homogeneous poission process(ENHPP). In this paper, exponential coverage and S-shaped model was reviewed, proposes the Kappa coverage model, which maked out efficiency application for software reliability. Algorithm to estimate the parameters used to maximum likelihood estimator and bisection method, model selection based on SSE statistics and Kolmogorov distance, for the sake of efficient model, was employed. From the analysis of mission time, the result of this comparative study shows the excellent performance of Burr coverage model rather than exponential coverage and S-shaped model using NTDS data. This analysis of failure data compared with the Kappa coverage model and the existing model(using arithmetic and Laplace trend tests, bias tests) is presented.

  • PDF

The Comparative Study for ENHPP Software Reliability Growth Model based on Modified Coverage Function (변형 커버리지 함수를 고려한 ENHPP 소프트웨어 신뢰성장 모형에 관한 비교 연구)

  • Kim, Hee-Cheul;Kim, Pyong-Koo
    • Journal of the Korea Society of Computer and Information
    • /
    • v.12 no.6
    • /
    • pp.89-96
    • /
    • 2007
  • Finite failure NHPP models presented in the literature exhibit either constant. monotonic increasing or monotonic decreasing failure occurrence rates per fault. Accurate predictions of software release times. and estimation of the reliability and availability of a software product require quality of a critical element of the software testing process : test coverage. This model called Enhanced non-homogeneous Poission process(ENHPP). In this paper, exponential coverage and S-type model was reviewed, proposes modified(the superosition and mixture) model, which make out efficiency application for software reliability. Algorithm to estimate the parameters used to maximum likelihood estimator and bisection method. model selection based on SSE statistics for the sake of efficient model, was employed.

  • PDF

The Legal Nature and Problems of Air Mileage (항공마일리지의 법적 성격과 약관해석)

  • Kim, Dae-Kyu
    • The Korean Journal of Air & Space Law and Policy
    • /
    • v.25 no.2
    • /
    • pp.163-199
    • /
    • 2010
  • A frequent flyer program is a loyalty program offered by many airlines. Typically, airline customers enrolled in the program accumulate frequent flyer miles corresponding to the distance flown on that airline or its partners. There are other ways to accumulate miles. In recent years, more miles were awarded for using co-branded credit and debit cards than for air travel. Acquired miles can be redeemed for free air travel; for other goods or services, such as travel class upgrades, airport lounge access or priority bookings. The first modern frequent flyer program was created Texas International Airlines in 1979. This program was also adopted in Korean Air in 1984. Since then, the mileage programs have grown enormously. As of June 2009, the total member of two national airlines in Korea had been over thirty million. However, accumulated miles could be burden of airlines, because the korean corporations should record the annual financial report the accumulate mileage on a liability account by 'the international financial report standards(IFRS)' next year. The korean airlines need to minimize the accumulated miles, so that for instance Korean Airlines SKYPASS-miles expire 5 years after being earned. It means that miles earned on or after July 2008 will expire after five years if unredeemed. Thus, this paper attempt to analyze the unfairness of the mileage rules of korean airlines by examining a specific portion of the conditions relating to consumer protection, because many mileage users has difficulties using mileage programs and complained the amendment of the mileage rules. In conclusion, the contemporary mileage rules in Korea are rather unsatisfactory, because airlines is not only recognizing a mileage into a kind of benefit but also denying inheritance of mileage and the legal nature of mileage as a property right. It is necessary to amend relevant mileage rules in view of consumer protection, because air mileage is not simple benefit but a right of mileage user.

  • PDF

자본조달순위이론에 관한 실증연구

  • Gwak, Se-Yeong
    • The Korean Journal of Financial Studies
    • /
    • v.12 no.1
    • /
    • pp.89-104
    • /
    • 2006
  • 이 논문은 자본조달순위이론(pecking order theory)을 한국 유가증권시장에 상장된 제조기업을 대상으로 실증적 검정을 하였다. 설명변수로 기업의 자금부족(deficit)과 부채비율과의 관계를 분석한 결과 자본조달순위이론이 지지되는 결과를 얻지 못하였으며, 통제변수에 유형자산, 기업규모, 수익성 등 전통적인 자본구조영향요인 변수들을 포함시켜 분석한 결과, 정보비대칭이론에 의한 설명이 적합한 것으로 해석되었다. 유형자산이 증가할수록 부채비율은 감소하였고, 기업규모가 증가하면 레버리지가 감소하는 관계를 나타냈으며, 수익성이 증가함에 따라 부채비율이 감소하는 것으로 분석되었다. 직전년도의 부채규모가 높은 경우에는 당해 연도의 부채사용이 감소하고, 직전년도의 레버리지가 낮은 경우에는 당해 연도의 부채가 증가하는 평균회귀현상을 나타냈다.

  • PDF

Accuracy Evaluation of Path Prediction for Network Coverage-based Sensor Registry System (네트워크 커버리지 기반 센서 레지스트리 시스템의 경로 예측 정확성 평가)

  • Jung, Hyunjun;Jeong, Dongwon;Lee, Sukhoon;Baik, Doo-Kwon
    • Proceedings of the Korea Information Processing Society Conference
    • /
    • 2015.10a
    • /
    • pp.1242-1243
    • /
    • 2015
  • 센서 레지스트리 시스템(Sensor Registry System, SRS)은 이기종 환경에서 센서 네트워크 환경에서 센서 데이터의 즉각적 활용 및 끊김 없는 해석을 위해 사용자에게 센서 메타데이터를 제공한다. SRS에서 센서 메타데이터를 안정적으로 송신하기 위하여 경로 예측 기반 센서 레지스트리 시스템을 제안한다. 하지만 네트워크 연결이 지원되지 않거나 신호가 불안정한 경우에 센서 메타데이터를 안정적으로 제공할 수 없다. 이 문제를 해결하기 위하여 네트워크 커버리지 기반 센서 레지스트리 시스템을 제안한다. 이 논문에서는 네트워크 커버리지 기반 센서 레지스트리 시스템과 경로 예측 기반 센서 레지스트리 시스템을 비교평가 한다. 또한 통신사별로 경로예측 정확도를 측정한다. 성능 측정의 통계적 신뢰도를 높이기 위하여 실험 데이터를 10-묶음 교차검증을 수행한다.