• Title/Summary/Keyword: Estimation Methodology

Search Result 1,049, Processing Time 0.03 seconds

Neural networks for inelastic mid-span deflections in continuous composite beams

  • Pendharkar, Umesh;Chaudhary, Sandeep;Nagpal, A.K.
    • Structural Engineering and Mechanics
    • /
    • v.36 no.2
    • /
    • pp.165-179
    • /
    • 2010
  • Maximum deflection in a beam is a design criteria and occurs generally at or close to the mid-span. Neural networks have been developed for the continuous composite beams to predict the inelastic mid-span deflections (typically for 20 years, considering cracking, and time effects, i.e., creep and shrinkage, in concrete) from the elastic moments and elastic mid-span deflections (neglecting instantaneous cracking and time effects). The training and testing data for the neural networks is generated using a hybrid analytical-numerical procedure of analysis. The neural networks have been validated for four example beams and the errors are shown to be small. This methodology, of using networks enables a rapid estimation of inelastic mid-span deflections and requires a computational effort almost equal to that required for the simple elastic analysis. The neural networks can be extended for the composite building frames that would result in huge saving in computational time.

How APEC Affects the Intra-trade of Members: An Empirical Study

  • Lee, Donghae
    • Journal of Distribution Science
    • /
    • v.10 no.12
    • /
    • pp.13-17
    • /
    • 2012
  • Purpose - The Asia-Pacific Economic Cooperation (APEC) forum has evolved and is actively facilitating free and open trade. It is debated whether APEC has effectively reduced trade barriers in a preferential manner to encourage liberalized trade and whether increased trade between member countries has reduced trade with nonmember countries. Research designs, data, methodology -This paper empirically tests whether APEC creates or diverts trade, using an extended gravity model with tariff rates, exchange rates, and dummy variables to analyze how APEC affects intra-trade between members.The model utilizes the annual panel data between 1990 and 2007 of 16 selected APEC members and nonmembers. Results - Results reveal the changing role of APEC only between 2002 and 2007 has it created trade, fostering increased trade among trading partners and between members and nonmembers. Conclusion - APEC can be expected to demonstrate a stronger trade creating effect once its advanced and developing members complete tariff reductions by 2010 and 2020, respectively.

  • PDF

Nonlinear Control of High Precision Pointing Stabilization Systems with Heavy Loads (대부하 정밀 표적지향 안정화 시스템의 비선형 제어기법 연구)

  • 이대옥;강태하;김학성;박광웅
    • Journal of the Korea Institute of Military Science and Technology
    • /
    • v.4 no.2
    • /
    • pp.157-178
    • /
    • 2001
  • In this paper, the nonlinear control of high precision pointing stabilization system using feedback-linearization design methodology based on system parameter identification is discussed. Modern nonlinear servomechanism theory is adapted to cope with the hard nonlinearities inherent in the turret system. The mathematical models of electrical turret driving system to develop a high performance control algorithm are derived, and the parameter estimation algorithm identifying the unknown system parameters such as vicious and coulomb frictions, stiffness and inertia is developed. Through computer simulation and experiments, it is shown that pointing and tracking accuracy and stabilization against the wideband stochastic disturbance induced by vehicle running on the bump course are improved. Therefore, it is considered the proposed nonlinear control technique is effective in counteracting the nonlinearities and disturbances.

  • PDF

Estimation of Groundwater Recharge Ratio Using Cumulative Precipitation and Water-level Change (누적 강수량과 지하수위 곡선을 이용한 지하수 함양률 추정 기법)

  • 문상기;우남칠
    • Journal of Soil and Groundwater Environment
    • /
    • v.6 no.1
    • /
    • pp.33-43
    • /
    • 2001
  • A calculation technique which estimates natural recharge using groundwater level change was proposed and prepared with the existing techniques using groundwater recession curve during dry days. As a part of estimating natural groundwater recharge nation wide, the reliable data from the national groundwater monitoring network were used and the methodology was applied to the three sites which have enough data (Chungju, Jinju and Kwangju). For this study, seasonal variation of groundwater level change, an analysis of lagging time on groundwater level and cumulative precipitation, and a comparative study for groundwater recharge were conducted.

  • PDF

DEVELOPMENT OF A VIRTUAL MACHINING SYSTEM FOR ESTIMATION OF CUTTING PERFORMANCE

  • Ko, Jeong-Hoon;Cho, Dong-Woo;Yun, Won-Soo
    • Proceedings of the Korea Society for Simulation Conference
    • /
    • 2001.10a
    • /
    • pp.288-294
    • /
    • 2001
  • Present CAM technology cannot provide important physical property such as cutting farce and machined surface. Thus, the selection of cutting conditions still depends on the experience of an expert or on the machining data handbook in spite of the developed CAM technology. This paper presents an advanced methodology to help the worker to determine optimum cutting condition for CHC machining that excludes the need for expertise of machining data handbook. The virtual machining system presented in this paper can simulate the real machining states such as cutting farce and machined surface error. And virtual machining system can schedule feed rate to adjust the cutting force to the reference force.

  • PDF

A Study on the Optimum Design Flowrate for Tunnel-Type Small Hydro Power Plants

  • Lee, Chul-Hyung;Park, Wan-Soon
    • Korean Journal of Hydrosciences
    • /
    • v.3
    • /
    • pp.81-96
    • /
    • 1992
  • This study represents the methodology for feasibility analysis of small hydro power SHP plant. Cumulative density function of Weibull distribution and Thiessen method were adopted to decide flow duration curve at SHP candidate site. The perfomance prediction model and construction cost estimation model for tunnel-type SHP plant were developed. Eight tunnel -type SHP candidate sites existing on Han-river were selected and surveyed for actual site reconnaissance. The performance characteristics and economical feasibility for these sites were analyzed by using developed models. As a result, it was found that the optimum design flowrate with the lowest unit generation cost for tunel-type SHP candidate site were the flowrate concerming with between 20% and 30% of time ratio on the flow duration curve. Additionally, primary design specifications such as design flowrate, effective head, capacity, annual averageload factor, annual electricity production were estimated and discussed for eight surveyed SHP candidate sites.

  • PDF

Compliant control of a flexible manipulator featuring piezoactuator (압전작동기를 갖는 유연매니퓰레이터의 컴플라이언트 제어)

  • 김형규;최승복
    • 제어로봇시스템학회:학술대회논문집
    • /
    • 1996.10b
    • /
    • pp.722-725
    • /
    • 1996
  • This paper presents a new control strategy for the position and force control of a flexible manipulator. The governing equation of motion of a two-link flexible manipulator which features a piezoceramic actuator is derived via Hamilton's principle. The control torque of the motor to command desired position and force is determined by a sliding mode controller. This controller is formulated to take account of parameter uncertainties and external disturbances. During the commanded motion, undesirable oscillation is actively suppressed by applying a feedback control voltage to the piezoceramic actuator. Consequently, an accurate compliant motion control of the flexible manipulator is achieved. Computer simulations are undertaken in order to demonstrate the effectiveness of the proposed control methodology.

  • PDF

Researches Related to Seismic Hazard Mitigation in Taiwan

  • Loh, Chin-Hsiung;Yeh, Chin-Hsun
    • Journal of the Earthquake Engineering Society of Korea
    • /
    • v.2 no.3
    • /
    • pp.13-26
    • /
    • 1998
  • In view of the rapid development of economics and technology, perilous meteorological and geological conditions often cause natural disasters and result in severe loss of lives and properties in Taiwan. To promote multi-hazard mitigation strategies in an integrated a, pp.oach, the National Science Council established a National Science and Technology Program for Disaster Mitigation in January 1998. This program emphasizes on the implementation of research results in the National Disaster Management System. This paper describes the earthquake loss estimation methodology that is currently developed in Taiwan. Topics of potential earth science hazards (PESH) and building vulnerability analysis are described in detail.

  • PDF

Geotechnical parameter estimation in underwater tunnel using relative convergence measurement (하저터널에서 상대내공변위 계측을 통한 지반정수 예측)

  • Kim, Do-Hoon;Jang, Jea-Hyuck;Lee, In-Mo
    • Proceedings of the Korean Geotechical Society Conference
    • /
    • 2008.03a
    • /
    • pp.792-802
    • /
    • 2008
  • If a tunnel is constructed below the groundwater level, the groundwater flow will occur inducing the seepage force toward the tunnel and will result in the increase of tunnel convergence. The longitudinal deformation during tunnel excavation will also be increased due to seepage pressure. A back-analysis methodology in underwater tunnel was proposed in this study based on the relative longitudinal deformation measured in-situ. Geotechnical parameters can be estimated utilizing the proposed method where the prior estimate as well as the measured convergence can be reasonably combined by adopting the Extend Bayesian Method.

  • PDF

Quantitative estimation system development for project similarity (주요 건물군의 유사도 정량화 측정 시스템)

  • Lee, Eun-Ji;Choi, Byoung-Il;Ko, Yong-Ho;Han, Seung-woo
    • Proceedings of the Korean Institute of Building Construction Conference
    • /
    • 2014.05a
    • /
    • pp.162-163
    • /
    • 2014
  • Operation and maintenance stage consists the largest portion of project life cycle cost. Appropriate management and analysis of such stages have massive effect on the total project cost. The effective prediction of optimized repair period is one of main factors in ㅌ management. However, it has been analyzed that the prediction of appropriate repair period revealed limitations in reliability. Therefore, this study suggests a methodology of repair period prediction by dividing finished projects into similar groups with same properties to be compared with the target project using quantitative variables.

  • PDF