• 제목/요약/키워드: unstable factor

검색결과 285건 처리시간 0.021초

고불안정 조건에서의 3차원 데토네이션 파면 구조 해석 연구 (Numerical Study of Three Dimensional Detonation Waves Structure in Highly Unstable Mode.)

  • 조덕래;원수희;신재렬;최정열
    • 한국연소학회:학술대회논문집
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    • 한국연소학회 2012년도 제45회 KOSCO SYMPOSIUM 초록집
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    • pp.359-362
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    • 2012
  • The results are shown highly unstable mode's detonation dynamics by compared with weakly unstable mode. And we investigate the difference and similar features of 2D and 3D results. By using PSD via FFT, the effects of pre-exponential factor difference and of unstable mode were investigated in this study. The result of PSD is shown pulsed features in weakly unstable mode, but noselike in highly unstable mode. By compared between Sheliren image and overlaid slice image, the irregular feature of detonation waves structure was discussed in highly unstable mode.

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불안전형 공진기를 갖는 Nd:YAG 레이저에서의 beam quality 평가 (Evaluation of Nd:YAG Laser Beam Quality in Unstable Rosonators)

  • 김광석;김정묵;김철중;이종민
    • 한국광학회지
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    • 제5권1호
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    • pp.60-66
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    • 1994
  • 양영역 불안정형(Positive Branch Unstable) Nd:YAG 레이저 공진기를 모델링하여 공진기내의 TE$M_{00}$ 기본모우드의 waist에 대한 수치해석을 하였으며 이를 토대로 레이저 공진기를 설계 제작하였다. 레이저봉의 열렌즈 초점거리를 측정하였으며 이를 이용하여 빔 waist에서의 TE$M_{00}$ 모우드의 spot size에 대한 계산치와 실험치를 비교하였다. 그리고 고반복률로 발진하는 다중모우드(multimode)의 spot size를 측정하여 beam quality factor $M^2$을 산출하였다. 한편 불안정 공진기에서 얻어진 출력실험 결과를 Plane-Parallel 공진기의 경우에 비교하여 그 특성을 평가하였다.

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Stability of Construction Cost-variability Factor Rankings from Professionals' Perspective: Evidence from Dar es Salaam -Tanzania

  • Shabani, Neema;Mselle, Justine;Sanga, Samwel Alananga;Kanuti, Arbogasti Isidori
    • Journal of Construction Engineering and Project Management
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    • 제8권2호
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    • pp.17-33
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    • 2018
  • This study investigates the stability of professionals' cost variability factor-rankings across different levels of cost-variability and response scenarios. Descriptive statistics are used to examine the stability of factor-ranking for 20 cost variability factors and a Multinomial Logistic (MNL) regression model was implemented to examine the stability of cost variability factors across three cost variability levels. The finding on the descriptive statistics indicated that professionals' factors-rankings are stable only for external factors. The MNL regression results on factor-stability suggested that 8 out of the 20 evaluated factors were unstable determinant of lower cost variability levels. These factors are "risk associated with the project", "personal bias and poor professionalism of the estimators", "limited time available to complete the project", "lack of skills and experience by estimator" "geographical location of projects", "incomplete & rush designs for estimate", "unforeseen or unexpected site constraints", "high class bidders for the contractors". Similarly lack of experience and large size projects were observed to be unstable as well. These observations suggest that professionals' view on pre-tender cost variability factor-ranking yields unstable factor rankings hence should not be relied upon as the only mechanisms to mitigate cost related risks in construction projects.

Are "Unstable" Burst Fractures Really Unstable?

  • Woo, Jun Hyuk;Lee, Hyun Woo;Choi, Hong June;Kwon, Young Min
    • Journal of Korean Neurosurgical Society
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    • 제64권6호
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    • pp.944-949
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    • 2021
  • Objective : The stability is an important factor to decide the treatment plan in thoracolumbar burst fracture patients. Patients with an unstable burst fracture generally need operative management. Decrease in vertebral body height, local kyphosis, involvement of posterior column, and/or canal compromise are considered important factors to determine the treatment plan. On the other hand, in thoracolumbar injury classification system (TLICS), surgery is recommended in patients with TLICS of more than 5 points. The purpose of this study was to apply the TLICS score in patients with thoracolumbar burst fractures and to distinguish the differences of treatment plan on burst fracture. Methods : All patients, diagnosed as a thoracolumbar burst fracture between January 2006 and February 2019 were included in this study. Unstable thoracolumbar burst fracture was defined as burst fracture with neurologic deficit, three-column injury, kyphosis over 30 degrees, decrease of anterior body height over 40 percent and canal comprise more than 50%. TLICS score was measured with morphology, neurological involvement and posterior ligamentous complex integrity. The existence of instability was compared with TLICS score. Results : Total 233 patients (131 men, 102 women) were included in this study. In Denis classification, 51 patients (21.9%) diagnosed as stable burst fracture while 182 patients (78.1%) had unstable burst fracture. According to TLICS, 72 patients (30.9%) scored less than 4, while 161 patients (69.1%) scored 4 or more. All the patients with stable burst fracture scored 2 in TLICS. Twenty-one patients (9.0) scored 2 in TLICS but diagnosed as unstable burst fracture. Thirteen patients had over 40% of vertebra body compression, four patients had more than 50% of canal compromise, three patients had both body compression over 40% and kyphosis over 30 degrees, one patients had both body compression and canal compromise. Fifteen patients presented kyphosis over 30 degrees, and three (20%) of them scored 2 in TLICS. Seventy-three patients presented vertebral body compression over 40% and 17 (23.3%) of them scored 2 in TLICS. Fifty-three patients presented spinal canal compromise more than 50%, and five (9.4%) of them scored 2 in TLICS. Conclusion : Although the instability of thoracolumbar burst fracture was regarded as a critical factor for operability, therapeutic strategies by TLICS do not exactly match with the concept of instability. According to the concept of TLICS, it should be reconsidered whether the unstable burst fracture truly unstable to do operation.

절점 강성을 고려한 공간 구조물의 비선형 불안정 거동에 관한 연구 (A Study of Nonlinear Unstable Phenomenon of Framed Space Structures Considering Joint Rigidity)

  • 손수덕;김승덕;황경주;강문명
    • 한국공간구조학회논문집
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    • 제3권1호
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    • pp.87-97
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    • 2003
  • The structural system that discreterized from continuous shells is frequently used to make a large space structures. As well these structures show the unstable phenomena when a load level over the limit load, and snap-through and bifurcation are most well known of it. For the collapse mechanism, rise-span ratio, element stiffness and load mode are main factor, which it give an effect to unstable behavior. In our real situation, most structures have semi-rigid joint that has middle characteristic between pin and rigid joint. So the knowledge of semi-rigid joint is very important problem of stable large space structure. And the instability phenemena of framed space structures show a strong non-linearity and very sensitive behavior according to the joint rigidity For this reason In this study, we are investigating to unstable problem of framed structure with semi-rigidity and to grasp the nonlinear instability behavior that make the fundamental collapse mechanism of the large space frame structures with semi-rigid joint, by proposed the numerical analysis method. Using the incremental stiffness matrix in chapter 2, we study instability of space structures.

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엔트로피 모드에 의한 비선형 불안정 파동 (Nonlinearly Unstable Waves Dominated by Entropy Mode)

  • 윤웅섭
    • 한국군사과학기술학회지
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    • 제2권2호
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    • pp.99-109
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    • 1999
  • 자동차, 항공기 혹은 로켓엔진 유동장의 불안정 파동은 음향모드와 와류모드 및 엔트로피 모드에 의해 복합적으로 발생한다. 본 연구에서는 이들 모드를 모두 포함하는 불안정 해석이론을 바탕으로 고체추진 로켓엔진 연소실의 내부유동을 대상으로 불안정 파동 증폭요인에 의한 영향을 고찰하였다. 연구결과 불안정 에너지 증폭계수의 증가에 따라 에너지 증폭율 관련변수들이 증가하며 에너지 증폭율 관련변수들은 층류보다 난류에서 더 크게 나타났다. 또한 고온의 측면-연소 로켓의 불안정 파동은 엔트로피 모드에 의해 지배되며 와류모드에 다소간 영향을 받고 음향모드에는 거의 영향을 받지 않았다.

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절토사면 소단부의 취약성으로 인한 붕괴 사례 연구 (A case study additional slope failure caused by a bench failure)

  • 김용수;나광희;신창건;심정훈
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 춘계 학술발표회 논문집
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    • pp.777-780
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    • 2005
  • The bench of cut-slope is necessary to stabilizing. But it is possible to be a weak zone in slope. When a small scale failure is occurred in a bench, it influence a large scale failure of slope. So when it is found out any unstable factor, weathering of rock, a direction of joint in a bench, if the bench is reinforced suitably, the holly failure is prevented in cut-slope

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T자형 마이크로 채널 내부 전기삼투 유동의 불안정성 가시화 (Visualization of Electro-osmotic Flow Instability in a T-shape Microchannel)

  • 한수동;이상준
    • 한국가시화정보학회지
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    • 제3권2호
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    • pp.45-50
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    • 2005
  • Electro-osmotic flow (EOF) instability in a microchannel has been experimentally investigated using a micro-PIV system. The micro-PIV system consisting of a two-head Nd:Yag laser and cooled CCD camera was used to measure instantaneous velocity fields and vorticity contours of the EOF instability in a T-shape glass microchannel. The electrokinetic flow instability occurs in the presence of electric conductivity gradients. Charge accumulation at the interface of conductivity gradients leads to electric body forces, driving the coupled flow and electric field into an unstable dynamics. The threshold electric field above which the flow becomes unstable and rapid mixing occurs is about 1000V/cm. As the electric field increases, the flow pattern becomes unstable and vortical motion is enhanced. This kind of instability is a key factor limiting the robust performance of complex electrokinetic bio-analytical devices, but can also be used for rapid mixing and effective flow control fer micro-scale bio-chips.

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유니버셜 조인트에 의해 구동되는 회전축의 횡진동과 비틀림진동의 연성진동 - 운동방정식의 유도 및 안정성해석 - (Coupled Vibration of Lateral and Torsional Vibrations in a Rotating Shaft Driven through a Universal Joint - Derivation of Equations of Motion and Stability Analysis -)

  • 김정렬;전승환;이돈출
    • 소음진동
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    • 제9권3호
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    • pp.461-465
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    • 1999
  • This paper presents theoretical analyses for unstable vibrations caused by the couple of bending and torsion in a rotating shaft driven through a universal joint. A driving shaft is assumed to be rigid and to rotate with a constant angular velocity. The driven shaft system consists of a flexible shaft with a circular section and a symmetrical rotor attached at a point between the shaft ends. Equations of motion derived hold with an accuracy of the second order of shaft deformations, and are analyzed by the asymptotic method. The vibrations become unstable when the driving shaft rotates with the angular velocity to be approximately equal to half of the sum of the natural frequencies for whirling and torsional vibrations.

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항공안전도 향상을 위한 불안정 접근 방지대책 (A Study on Countermeasures to Prevent Unstable Approach to Improve Aviation Safety)

  • 전제형;송제환;정창재;임세훈;송병흠
    • 한국항공운항학회지
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    • 제26권3호
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    • pp.1-8
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    • 2018
  • Aviation industry is growing rapidly, and this growth is expected to continue. However, aircraft accident rate is still high, and 65 percent of accidents occur during landing phase due to unstable approach. Therefore, this research analyzed causes and countermeasures of unstable approach. In order to derive countermeasures, this study selected P International Airport as an example case. In addition, this research analyzed A airline's FOQA data, regional Standard Operating Procedures, and 5 years of environmental factors to identified correlation of those contributing factors. In conclusion, his research concluded following results. First of all, because of P International Airport's geological features, pilots are required to conduct Circling Approach, and this advanced maneuver increases workload at the final stage of flight. Secondarily, meteorological factors such as crosswind, seasonal rain front, local visibility contributes unstable approach. Lastly, these geological and meteorological factors are interrelated, and this uncommon environment can decrease circumstantial judgement ability of pilots and jeopardize aviation safety. As a consequence, it is recommended to reinforce the Crew Resource Management and Threat & Error Management systems so that pilots can perceive identical safety target.