• 제목/요약/키워드: Amplification Factor

검색결과 293건 처리시간 0.027초

현수교 행어 케이블 파단에 의한 동적확대계수의 해석적 결정법 (Analytical Method to Determine the Dynamic Amplification Factor due to Hanger Cable Rupture of Suspension Bridges)

  • 나현호;김유희;신수봉
    • 한국지진공학회논문집
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    • 제18권6호
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    • pp.301-308
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    • 2014
  • A suspension bridge is a type of bridge in which the beam is suspended by load-bearing cables. There are two classifications: the self-anchored suspension bridge has the main cable anchored to the bridge girders, and the earth-anchored suspension bridge has the main cable anchored to a large anchorage. Although a suspension bridge is structurally safe, it is prone to be damaged by various actions such as hurricanes, tsunamis and terrorist incidents because its cables are exposed. If damage to a cable eventually leads to the cable rupture, the bridge may collapse. To avoid these accidents, studies on the dynamic behavior of cable bridges due to the cable rupture have been carried out. Design codes specify that the calculated DAF (dynamic amplification factor) should not exceed a certain value. However, it has been difficult to determine DAFs effectively from dynamic analysis, and thus no systematic approach has been suggested. The current study provides a guideline to determine DAFs reliably from the dynamic analysis results and summarizes the results by applying the method to an earth-anchored suspension bridge. In the study, DAFs were calculated at the location of four structural parts, girders, pylons, main cable and hangers, with variations in the rupture time.

UV Actions in Plant Photomorphogenesis -Induction and Amplification of Anthocyanin Synthesis in Broom Sorghum-

  • Shichijo, Chizuko;Yatsuhashi, Hiroko;Hashimoto, Tohru
    • Journal of Photoscience
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    • 제9권2호
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    • pp.338-340
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    • 2002
  • In broom sorghum, Sorghum bicolor Moench, UV causes anthocyanin synthesis having action peaks in UVA and UVB regions. We previously reported that UV induces anthocyanin synthesis through UVB photoreceptor and phytochrome activated by UV. Furthermore, UVA and UVB amplify phytochrome-induced anthocyanin synthesis (PIAS). Our action- spectroscopic research indicated that a UV -receptor for amplification of PIAS is likely to be the same or same type of UVB photoreceptor for induction of anthocyanin synthesis. UVA-amplification of PIAS can be explained by the action of a cryptic red light signal (CRS), an amplification factor for PIAS produced by a distinct phytochrome-species activated by UVA. We suggest that UVA photoreceptors are not involved in anthocyanin synthesis in the broom sorghum.

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Dynamic Mode Decomposition 방법을 이용한 음향 증폭/감쇠 정량화에 관한 연구 (A Study on Quantification of Acoustic Amplification Using Dynamic Mode Decomposition Method)

  • ;;김수호;손채훈
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 2012년도 제38회 춘계학술대회논문집
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    • pp.364-366
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    • 2012
  • 로켓 엔진의 연소실 내 음향학적 거동과 음향 감쇠 효과를 정량화하기 위한 방법을 연구하였다. DMD(Dynamic mode Decomposition) 방법을 이용한 결과와 기존의 정량화 방법인 damping factor를 이용해 구한 음향 감쇠 효과의 경향성을 배플 분사기가 장착된 연소실내의 음향 감쇠 정도를 비교 분석하여 나타내었다. 비교 결과, 기존의 정량화 방법과 DMD 방법을 이용해 구한 음향 감쇠 정도의 경향성이 일치하는 것을 확인하였다.

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Hybridal Method for the Prediction of Wave Instabilities Inherent in High Energy-Density Combustors (1): Modeling of Nonlinear Cavity Acoustics and its Evolution

  • Lee, Gil-Yong;Yoon, Woong-Sup
    • International Journal of Aeronautical and Space Sciences
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    • 제7권2호
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    • pp.26-32
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    • 2006
  • This paper targets a direct and quantitative prediction of characteristics of unstable waves in a combustion chamber, which employs the governing equations derived in terms of amplification factors of flow variables. A freshly formulated nonlinear acoustic equation is obtained and the analysis of unsteady waves in a rocket engine is attempted. In the present formalism, perturbation method decomposes the variables into time-averaged part that can be obtained easily and accurately and time-varying part which is assumed to be harmonic. Excluding the use of conventional spatially sinusoidal eigenfunctions, a direct numerical solution of wave equation replaces the initial spatial distribution of standing waves and forms the nonlinear space-averaged terms. Amplification factor is also calculated independently by the time rate of changes of fluctuating variables, and is no longer an explicit function for compulsory representation. Employing only the numerical computation, major assumptions inevitably inherent, and in erroneous manner, in up to date analytical methods could be avoided. With two definitions of amplification factor, 1-D stable wave and 3-D unstable wave are examined, and clearly demonstrated the potentiality of a suggested theoretical-numerical method of combustion instability.

차량하중에 의한 교량의 동적응답특성 분석 (Study on Bridge Dynamic Responses under Vehicle Loads)

  • 김상효;박흥석;윤성호
    • 전산구조공학
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    • 제10권4호
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    • pp.337-347
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    • 1997
  • 통행차량에 의한 도로교의 동적응답은 차량이나 교량의 다양한 특성에 따라 변화하는 특성을 가지고 있다. 본 연구에서는 중차량의 통행에 의한 동적응답확대계수의 확률적인 특성을 해석적인 기법으로 분석하였다. 도로교 통행차량들 중에서 대표적인 중차량인 텐덤축트럭과 세미트레일러를 대상으로 하여 동적응답확대계수를 평가하고, 이들을 동적재하시험의 결과와 비교하여 해석기법의 타당성을 검토하였다. 차량형식, 총중량, 노면조도, 재하차량수, 재하위치 등에 따른 동적응답확대계수의 확률적 특성의 변화를 분석하고 현행 시방서 기준과 비교하였다.

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Effect of vehicle flexibility on the vibratory response of bridge

  • Lalthlamuana, R.;Talukdar, Sudip
    • Coupled systems mechanics
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    • 제3권2호
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    • pp.147-170
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    • 2014
  • In the recent times, dimensions of heavy load carrying vehicle have changed significantly incorporating structural flexibility in vehicle body. The present paper outlines a procedure for the estimation of bridge response statistics considering structural bending modes of the vehicle. Bridge deck roughness has been considered to be non homogeneous random process in space. Influence of pre cambering of bridge surface and settlement of approach slab on the dynamic behavior of the bridge has been studied. A parametric study considering vehicle axle spacing, mass, speed, vehicle flexibility, deck unevenness and eccentricity of vehicle path have been conducted. Dynamic amplification factor (DAF) of the bridge response has been obtained for several of combination of bridge-vehicle parameters. The present study reveals that flexible modes of vehicle can reduce dynamic response of the bridge to the extent of 30-37% of that caused by rigid vehicle model. However, sudden change in the bridge surface profile leads to significant amount of increment in the bridge dynamic response even if flexible bending modes remain active. The eccentricity of vehicle path and flexural/torsional rigidity ratios plays a significant role in dynamic amplification of bridge response.

Prediction of dynamic behavior of full-scale slope based on the reduced scale 1 g shaking table test

  • Jin, Yong;Kim, Daehyeon;Jeong, Sugeun;Park, Kyungho
    • Geomechanics and Engineering
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    • 제31권4호
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    • pp.423-437
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    • 2022
  • The objective of the study is to evaluate the feasibility of the dynamic behavior of slope through both 1 g shaking table test and numerical analysis. Accelerometers were installed in the slope model with different types of seismic waves. The numerical analysis (ABAQUS and DEEPSOIL) was used to simulate 1 g shaking table test at infinite boundary. Similar Acceleration-time history, Spectral acceleration (SA) and Spectral acceleration amplification factor (Fa) were obtained, which verified the feasibility of modeling using ABAQUS and DEEPSOIL under the same size. The influence of the size (1, 2, 5, 10 and 20 times larger than that used in the 1 g shaking table test) of the model used in the numerical analysis were extensively investigated. According to the similitude law, ABAQUS was used to analyze the dynamic behavior of large-scale slope model. The 5% Damping Spectral acceleration (SA) and Spectral acceleration amplification factor (Fa) at the same proportional positions were compared. Based on the comparison of numerical analyses and 1 g shaking table tests, it was found that the 1 g shaking table test result can be utilized to predict the dynamic behavior of the real scale slope through numerical analysis.

Sensitive and Rapid Detection of Giardia lamblia Infection in Pet Dogs using Loop-Mediated Isothermal Amplification

  • Li, Jie;Wang, Peiyuan;Zhang, Aiguo;Zhang, Ping;Alsarakibi, Muhamd;Li, Guoqing
    • Parasites, Hosts and Diseases
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    • 제51권2호
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    • pp.237-241
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    • 2013
  • Giardia lamblia is recognized as one of the most prevalent parasites in dogs. The present study aimed to establish a loop-mediated isothermal amplification (LAMP) assay for rapid and specific detection of G. lamblia from dogs. The fecal samples were collected and prepared for microscopic analysis, and then the genomic DNA was extracted directly from purified cysts. The concentration of DNA samples of G. lamblia were diluted by 10-fold serially ranging from $10^{-1}$ to $10^{-5}ng/{\mu}l$ for LAMP and PCR assays. The LAMP assay allows the amplification to be finished within 60 min under isothermal conditions of $63^{\circ}C$ by employing 6 oligonucleotide primers designed based on G. lamblia elongation factor 1 alpha ($EF1{\alpha}$) gene sequence. Our tests showed that the specific amplification products were obtained only with G. lamblia, while no amplification products were detected with DNA of other related protozoans. Sensitivity evaluation indicated that the LAMP assay was sensitive 10 times more than PCR. It is concluded that LAMP is a rapid, highly sensitive and specific DNA amplification technique for detection of G. lamblia, which has implications for effective control and prevention of giardiasis.

세슘 원자 증기 기반 광 증폭기의 온도와 빔 크기에 따른 광 증폭 특성 연구 (Study of the Variation of Optical Amplification Characteristics with Incident Beam Size and Temperature of a Cesium-vapor-based Optical Amplifier)

  • 류시헌;정유재;염동일
    • 한국광학회지
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    • 제32권6호
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    • pp.306-313
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    • 2021
  • 버퍼가스와 세슘 증기가 혼합된 광 증폭 시스템을 구성하고 세슘 용기의 온도 및 빔 직경의 변화에 따른 광 증폭 특성을 조사하였다. 광 증폭인자 및 추출 효율 등 광 증폭기 특성이 세슘 용기의 온도 및 빔 직경에 따라 크게 변하는 것을 확인하였는데, 90 ℃의 세슘 용기온도에서 200 ㎛ 직경을 가진 펌프(500 mW) 및 씨앗 광(10 mW)이 입사하였을 때 최대 56%의 광 추출효율을 얻을 수 있었다. 또한, 전산 모사를 통하여 계산한 광 증폭 특성이 실험으로부터 얻은 결과와 합리적으로 일치하는 것을 확인하였다.

구조물-비구조요소 2자유도 결합시스템 해석을 통한 비구조요소 내진설계변수 평가 (Evaluation of Seismic Design Parameters for Nonstructural Components Based on Coupled Structure-Nonstructural 2-DOF System Analysis)

  • 배창준;이철호;전수찬
    • 한국지진공학회논문집
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    • 제26권3호
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    • pp.105-116
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    • 2022
  • Seismic demand on nonstructural components (NSCs) is highly dependent on the coupled behavior of a combined supporting structure-NSC system. Because of the inherent complexities of the problem, many of the affecting factors are inevitably neglected or simplified based on engineering judgments in current seismic design codes. However, a systematic analysis of the key affecting factors should establish reasonable seismic design provisions for NSCs. In this study, an idealized 2-DOF model simulating the coupled structure-NSC system was constructed to analyze the parameters that affect the response of NSCs comprehensively. The analyses were conducted to evaluate the effects of structure-NSC mass ratio, structure, and NSC nonlinearities on the peak component acceleration. Also, the appropriateness of component ductility factor (Rp) given by current codes was discussed based on the required ductility capacity of NSCs. It was observed that the responses of NSCs on the coupled system were significantly affected by the mass ratio, resulting in lower accelerations than the floor spectrum-based response, which neglected the interaction effects. Also, the component amplification factor (ap) in current provisions tended to underestimate the dynamic amplification of NSCs with a mass ratio of less than 15%. The nonlinearity of NSCs decreased the component responses. In some cases, the code-specified Rp caused nonlinear deformation far beyond the ductility capacity of NSCs, and a practically unacceptable level of ductility was required for short-period NSCs to achieve the assigned amount of response reduction.