• 제목/요약/키워드: linear drift

검색결과 193건 처리시간 0.025초

Comparison of monotonic and cyclic pushover analyses for the near-collapse point on a mid-rise reinforced concrete framed building

  • GUNES, Necmettin
    • Earthquakes and Structures
    • /
    • 제19권3호
    • /
    • pp.189-196
    • /
    • 2020
  • The near-collapse performance limit is defined as the deformation at the 20% drop of maximum base shear in the decreasing region of the pushover curve for ductile framed buildings. Although monotonic pushover analysis is preferred due to the simple application procedure, this analysis gives rise to overestimated results by neglecting the cumulative damage effects. In the present study, the acceptabilities of monotonic and cyclic pushover analysis results for the near-collapse performance limit state are determined by comparing with Incremental Dynamic Analysis (IDA) results for a 5-story Reinforced Concrete framed building. IDA is performed to obtain the collapse point, and the near-collapse drift ratios for monotonic and cyclic pushover analysis methods are obtained separately. These two alternative drift ratios are compared with the collapse drift ratio. The correlations of the maximum tensile and compression strain at the base columns and beam plastic rotations with interstory drift ratios are acquired using the nonlinear time history analysis results by the simple linear regression analyses. It is seen that these parameters are highly correlated with the interstory drift ratios, and the results reveal that the near-collapse point acquired by monotonic pushover analysis causes unacceptably high tensile and compression strains at the base columns, as well as large plastic rotations at the beams. However, it is shown that the results of cyclic pushover analysis are acceptable for the near-collapse performance limit state.

BBDB형 진동수주 파력발전장치의 운동 및 파랑표류력 연구 (A Study on Motion and Wave Drift Force of a BBDB Type OWC Wave Energy Device)

  • 김진하;류재문;홍도천;홍석원
    • 한국해양공학회지
    • /
    • 제20권2호
    • /
    • pp.22-28
    • /
    • 2006
  • The motion and wave drift forces of floating BBDB (backward-bent duct buoy) wave energy absorbers in regular waves are calculated, taking account of the oscillating surface-pressure due to the pressure drop in the air chamber above the oscillating water column, within the scope of the linear wave theory. A series of model tests has been conducted in order to order to verify the motion and time mean wave drift force reponses in regular waves at the ocean engineering basin, MOERI/KORDI. The pneumatic damping through an orifice-type duct for the BBDB wave energy device are deducted from experimental research. Numerical simulation for motion and drift force responses of the BBDB wave energy device, considering pneumatic damping coefficients, has been carried out, and the results are compared with those of model tests.

RANS 기반의 세장체 이론을 이용한 선형 조종 유체력 미계수 추정에 관한 연구 (Prediction Method for Linear Maneuvering Hydrodynamic Derivatives Using Slender Body Theory Based on RANS)

  • 이성욱
    • 한국해양공학회지
    • /
    • 제31권5호
    • /
    • pp.340-345
    • /
    • 2017
  • It is important to predict the hydrodynamic maneuvering derivatives, which consist of the forces and moment acting on a hull during a maneuvering motion, when estimating the maneuverability of a ship. The estimation of the maneuverability of a ship with a change in the stern hull form is often performed at the initial design stage. In this situation, a method that can reflect the change in the hull form is necessary in the prediction of the maneuverability of the ship. In particular, the linear hydrodynamics maneuvering derivatives affect the yaw checking motion as the key factors. In the present study, static drift calculations were performed using Computational Fluid Dynamics (CFD) based on Reynolds Average Navier-Stokes (RANS) for a 40-segment hull. A prediction method for the linear hydrodynamic maneuvering derivatives was proposed using the slender body theory from the distribution of the lateral force acting on each segment of the hull. Moreover, the results of a comparison study to the model experiment for KVLCC1 performed by KRISO are presented in order to verify the accuracy of the static drift calculation. Finally, the linear hydrodynamic maneuvering derivatives obtained from both the model test and calculation are compared and presented to verity the usefulness of the method proposed in this study.

인체의 표류특성에 관한 연구 (A Study on the Drift Characteristics of Person-in-Water)

  • 강신영
    • 해양환경안전학회지
    • /
    • 제3권1호
    • /
    • pp.85-92
    • /
    • 1997
  • To understand the dynamics of a drifting object, an analysis based on fluid dynamics theory is presented. A simplified analysis shows a consistency with the linear formula currently used for search and rescue mission. Also an experiment using miniatured human models has been conducted to study the drift characteristics of Person-in-Water. The tests were carried out at the water channel facility and the models were tested in different positions and styles. The measured drag coefficients for human body ranged over 0.4-1.2.

  • PDF

대형해양구조물에 작용하는 파랑하중에 관하여 (On the Wave Loads on a Large Volume Offshore Structure)

  • 홍도천;홍은영;이상무
    • 한국해양공학회지
    • /
    • 제1권1호
    • /
    • pp.33-38
    • /
    • 1987
  • The first order mation responses of a floating structure and the hydrodynamic forces in regular waves are obtained by means of the linear potential theory. The first order potential is obtained directly from the numerical solution of the improved Green integral equation which is characterized by the combined surface distribution of sources and normal doublets. The mean second order wave drift force is also calculated by means of the near field method. It seems that the present method gives more accurate numerical results than other methods and the agreement between numerical and experimental results appears to be satisfactory.

  • PDF

Tabu search based optimum design of geometrically non-linear steel space frames

  • Degertekin, S.O.;Hayalioglu, M.S.;Ulker, M.
    • Structural Engineering and Mechanics
    • /
    • 제27권5호
    • /
    • pp.575-588
    • /
    • 2007
  • In this paper, two algorithms are presented for the optimum design of geometrically nonlinear steel space frames using tabu search. The first algorithm utilizes the features of short-term memory (tabu list) facility and aspiration criteria and the other has long-term memory (back-tracking) facility in addition to the aforementioned features. The design algorithms obtain minimum weight frames by selecting suitable sections from a standard set of steel sections such as American Institute of Steel Construction (AISC) wide-flange (W) shapes. Stress constraints of AISC Allowable stress design (ASD) specification, maximum drift (lateral displacement) and interstorey drift constraints were imposed on the frames. The algorithms were applied to the optimum design of three space frame structures. The designs obtained using the two algorithms were compared to each other. The comparisons showed that the second algorithm resulted in lighter frames.

수평 머시닝 센터의 준 정적 오차의 실시간 보정 (Real time compensation for quasistatic errors of a horizantal machining center)

  • 양승한
    • 한국정밀공학회지
    • /
    • 제14권11호
    • /
    • pp.154-162
    • /
    • 1997
  • A real time error compensation system was developed to improve the quasistatic volumetric accuracy of a machining center by using sensing, metrology, modeling, and computer control techniques. Including thermal errors, 32 error components are formulated in the time-space domain. Fifteen thermal sensors are used to characterize the temperature field of the machine. A compensation controller based on the IBM/PC has been linked with a CNC controller to compensate for machine errors in real time. The maximum linear displacement error in 4 body diagonals were reduced from 140 ${\mu}m$ to 34.5${\mu}m$ with this compensation system, and the spindle thermal drift in space was reduced from 147.3 ${\mu}m$ to 16.8 ${\mu}m$.

  • PDF

BERRY-ESSEEN BOUND FOR MLE FOR LINEAR STOCHASTIC DIFFERENTIAL EQUATIONS DRIVEN BY FRACTIONAL BROWNIAN MOTION

  • RAO B.L.S. PRAKASA
    • Journal of the Korean Statistical Society
    • /
    • 제34권4호
    • /
    • pp.281-295
    • /
    • 2005
  • We investigate the rate of convergence of the distribution of the maximum likelihood estimator (MLE) of an unknown parameter in the drift coefficient of a stochastic process described by a linear stochastic differential equation driven by a fractional Brownian motion (fBm). As a special case, we obtain the rate of convergence for the case of the fractional Ornstein- Uhlenbeck type process studied recently by Kleptsyna and Le Breton (2002).

Closed Drift Ion Source 설계를 위한 전극 구조와 자장세기에 따른 방전 특성 연구

  • 김기택;이승훈;강용진;김종국
    • 한국진공학회:학술대회논문집
    • /
    • 한국진공학회 2014년도 제46회 동계 정기학술대회 초록집
    • /
    • pp.216.1-216.1
    • /
    • 2014
  • Closed drift ion source는 그 특성으로 인하여 강판 표면처리, 금속 표면 산화막 형성, 폴리머 혹은 기타 표면 개질 등 다양한 분야에서 사용이 되고 있다. 다양한 환경에서 사용 되는 소스의 특성으로 인하여 각기 다른 공정에 대한 최적의 특성이 요구 되며, 이러한 공정 환경에 맞춘 소스를 설계하기 위해서 ion source내 전극의 구조 및 자기장 세기 등 이온소스의 구조적 특성에 대한 연구가 필요하게 된다. 본 연구에서는 선형 이온소스의 구조 설계를 위한 실험을 소형(이온빔 인출 슬릿 직경: 60 mm) 이온빔 인출 장치를 제작하여 전극 구조에 따른 방전 특성을 우선적으로 평가를 실시하여 소형 이온빔 인출 장치에서 도출된 결과를 바탕으로 0.3 m급 linear closed drift ion source 설계에 대한 변수를 조사 하였다. 실험은 양극-음극(C-A) 간 간격 및 음극 슬릿(C-C) 간격 그리고 자기장 세기 조건에서 방전 전류 및 인출 이온빔 전류량 측정하였으며, 이 결과를 전산모사 결과와 비교 하였다. 방전전압 1~5 kV, 가스유량 10~50 sccm 조건에서 Ar 이온빔 방전 특성을 평가한 결과, 양극-음극(C-A) 간격이 넓을수록, 음극-음극(C-C) 간격이 좁을수록 방전 전류량이 증가함을 확인 하였다. 또한, 공정 가스 압력 및 자기장 세기 변화에 따른 1~5 kV의 방전 전압에 대한 방전 특성의 관찰 결과, 압력 및 자기장 변화에 따라서 방전 전류의 변화를 관찰 할 수 있었으며, 이에 대한 결과를 통하여 이온 소스 구조 내부에서의 방전 영역에 대한 압력과 자기장 세기에 대한 영향을 분석 할 수 있었다.

  • PDF

Application of single-well push-drift-pull tests using dual tracers (SF6 and salt) for designing CO2 leakage monitoring network at the environmental impact test site in Korea

  • Kim, Hong-Hyun;Lee, Seong-Sun;Ha, Seung-Wook;Lee, Kang-Kun
    • Geosciences Journal
    • /
    • 제22권6호
    • /
    • pp.1041-1052
    • /
    • 2018
  • A single-well push-drift-pull tracer test using two different tracers ($SF_6$ and salt) was performed at the Environmental Impact Test (EIT) site to determine suitable locations for monitoring wells and arrange them prior to artificial $CO_2$ injection and leak tests. Local-scale estimates of hydraulic properties (linear groundwater velocity and effective porosity) were obtained at the study site by the tracer test with two tracers. The mass recovery percentage of the volatile tracer ($SF_6$) was lower than that of the non-volatile tracer (salt) and increased drift time may make degassing of $SF_6$ intensified. The $CO_2$ leakage monitoring results for both unsaturated and saturated zones suggest that the $CO_2$ monitoring points should be located near points at which a high concentration gradient is expected. Based on the estimated hydraulic properties and tracer mass recovery rates, an optimal $CO_2$ monitoring network including boreholes for monitoring the unsaturated zone was constructed at the study site.