• Title/Summary/Keyword: Capacity Factor

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Suitability Review for Power Correction Parameter of Induction Motor (유도전동기 역률 보상 파라미터의 적정성 검토)

  • Kim, Jong-Gyeum
    • Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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    • v.22 no.12
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    • pp.101-109
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    • 2008
  • Induction motor needs reactive power to sustain the electromagnetic field required for rotating. If reactive power is provided by the load side instead of the source side, power factor will be increased. Power factor of induction motor is usually low and needs to be compensated with power capacitor. In domestic regulations, Capacitor capacity for the power factor correction of induction motor should be complied with the recommended value by the motor output. But, at the same output, characteristics of induction motor is different from each other by the rotation speed and is not suitable for application of regular capacitor value regardless of motor's characteristics. In this paper, we compared to each other with the existing value and new proposed value with rotation speed under the same output condition, confirmed that power capacitor capacity is needed to upgrade for the better power factor.

Buffer System Design in the Flexible Manufacturing System Environments (유연생산(柔軟生産)시스템에서의 버퍼시스템 설계(設計))

  • Gang, Hui-Jeong;Kim, Hwan-Seong;Jo, Nam-Ho
    • Journal of Korean Society for Quality Management
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    • v.20 no.2
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    • pp.118-128
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    • 1992
  • The determination of appropriate buffer capacity is an important issue in the design of the advanced manufacturing systems and closely related to the system efficiency and flexibility. Work-in-process is usually not desirable. However, in reality, maintaining some capacity of buffer storage is inevitable in compensation for the machine blocking and break down. The objective of this paper is to present analytical methods and tools for the buffer capacity planning in the Flexible Manufacturing System Environments. The effects when machine blocking is critical factor are also discussed.

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Inelastic Response Evaluation of Structures using Capacity Spectrum Method (역량스펙트럼 방법을 이용한 구조물의 비탄성 응답의 평가)

  • 송종걸
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2002.10a
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    • pp.161-168
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    • 2002
  • To evaluate seismic performance of bridges, two procedures far capacity spectrum method are presented. The capacity spectrum procedures include the reduction factor-ductility-period relationship in order to construct the inelastic demand spectra from the elastic demand spectra. Application of the procedures is illustrated by example analysis. Maximum displacements estimated by the procedures are compared to those by inelastic time history analysis for several artificial earthquakes. The results show that the maximum displacements estimated by the procedures are, on overall, smaller than those by the inelastic time history analysis

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Science and Technology Human Resource Capacity for Economic Growth: The Case of Korea

  • Park, Myungsoo
    • STI Policy Review
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    • v.1 no.2
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    • pp.19-31
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    • 2010
  • This paper presents the policies Korea adopted to educate and train scientists/researchers and technicians/skilled workers. The Korean policies for the increase of human resources in science and technology that stimulated an upgrading of skills in industry and adapted to technical advancements are identified. An important factor is that the supply and demand mechanism created a virtuous circle so that the science and technology education and training policies were responsive to economic demands. In addition, policies to foster a human resource capacity have enhanced the contribution of human resources in science and technology for innovation and economic growth.

Analysis of Load Carrying Capacity of Bridges Based on Field Data with Serviced Time (실측자료에 기초한 공용년수 증가에 따른 교량 내하력 분석)

  • Kyung, Kab Soo;Lee, Yeong Il;Lee, Sung Jin
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.35 no.1
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    • pp.31-38
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    • 2015
  • In this paper, change of load carrying capacity of bridges with time was analyzed referring to the safety inspect data stored in the KISTEC. From this study, it was known that the capacity is rated differently by various parameters such as inspector's subjective. Accordingly, an improved method, in this paper, is suggested which can correct deviation due to several uncertainties involved in rating process. The suggested method can be utilized for efficient maintenance of bridges such as cycles and determination of priority of retrofit, and estimation of service life etc.

Organizational Capacity and Performance of Local Public Health in Korea (지역공공보건조직의 역량과 조직성과)

  • Kim, Jae Hee
    • Journal of agricultural medicine and community health
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    • v.41 no.4
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    • pp.183-194
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    • 2016
  • Objectives: The purpose of this study was to investigate the differences of capacity of local health organization to regional characteristics and the influence of organizational capacity on organizational performance. Methods: The study used the secondary data for 160 local public health organizations from $5^{th}$ Community Health Plans and 2009 Community Health Survey. The collected data were analyzed using one-way ANOVA and multiple regression analysis. Results: Work force and budget showed differences in regional size and elderly population rate. And consumer satisfaction and health care utilization showed differenced in work force and budget. The regression model with total number of employee, number of registered nurses, number of doctors and budget against consumer satisfaction was statistically significant (F=14.70, p=<.001), and number of registered nurses was identified as a factor influencing consumer satisfaction. This model also explained 20.5% of service satisfaction. The regression model for consumer satisfaction was statistically significant (F=45.98, p=<.001), and total number of employee nurses was identified as a factor influencing health care utilization. This model also explained 53.1% of utilization. Conclusions: The findings of this study imply that organizational capacity as work force and budget should be increased to improve the organizational performance as consumer satisfaction and health care utilization.

Mathematical Model for Revenue Management with Overbooking and Costly Price Adjustment for Hotel Industries

  • Masruroh, Nur Aini;Mulyani, Yun Prihantina
    • Industrial Engineering and Management Systems
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    • v.12 no.3
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    • pp.207-223
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    • 2013
  • Revenue management (RM) has been widely used to model products characterized as perishable. Classical RM model assumed that price is the sole factor in the model. Thus price adjustment becomes a crucial and costly factor in business. In this paper, an optimal pricing model is developed based on minimization of soft customer cost, one kind of price adjustment cost and is solved by Lagrange multiplier method. It is formed by expected discounted revenue/bid price integrating quantity-based RM and pricing-based RM. Quantity-based RM consists of two capacity models, namely, booking limit and overbooking. Booking limit, built by assuming uncertain customer arrival, decides the optimal capacity allocation for two market segments. Overbooking determines the level of accepted order exceeding capacity to anticipate probability of cancellation. Furthermore, pricing-based RM models occupancy/demand rate influenced by internal and competitor price changes. In this paper, a mathematical model based on game theoretic approach is developed for two conditions of deterministic and stochastic demand. Based on the equilibrium point, the best strategy for both hotels can be determined.

An Improvement for Evaluating Load Carrying Capacity by Passing Vehicles of PSC-BOX Bridge (PSC박스 교량의 통행차량에 의한 내하력 평가기법 개선)

  • Shin, Jae-In;Park, Chang-Ho;Lee, Sang-Sun;Lee, Beyong-Ju
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.11 no.4
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    • pp.147-151
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    • 2007
  • Load testing is an effective means in calculating the rating value of bridge. In Korea, load carrying capacity of bridge is modified by response modification factor that is determined from comparisons of measured values and analysis results. This paper presents the development of a method for determining the response modification factor, using traffic load. The proposed method is based on the results of computer simulations of traffic action effects. A comparison between the proposed method and the present method shows good agreement in estimating the modified load carrying capacity of bridges.

Erlang Capacity of Cellular CDMA Mobile Communication System with soft Handoff (소프트 핸드오프를 갖는 셀룰러 CDMA 이동통신 시스템의 Erlang 용랑)

    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.25 no.3A
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    • pp.334-341
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    • 2000
  • This paper presents an analysis of the capacity, the interference of adjacent cells of a CDMA cellular system, depending on the soft handoff region and log-normal shadowing. The optimum soft handoff region is chosen by using Erlang capacity. It is shown that when the soft handoff region increases, the Erlang capacity increase due to a reduction of the interference power of adjacent cells. But if the region is increased above a certain value, there is no improvement in the system’s capacity. Furthermore as the standard deviation of the log-normal shadowing's normal distribution factor increases, the soft handoff region has to be increased linearly to achieve the same Erlang capacity.

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Post-earthquake capacity evaluation of R/C buildings based on pseudo-dynamic tests

  • Kang, Dae-Eon;Yi, Waon-Ho
    • Structural Engineering and Mechanics
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    • v.24 no.1
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    • pp.91-105
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    • 2006
  • In this paper, post-earthquake capacity evaluation method of reinforced concrete buildings was studied. Substructure pseudo-dynamic test and static loading test of first story column in a four-story R/C building was carried out in order to investigate the validity of the evaluation method proposed in the Damage Assessment Guideline (JBDPA 2001). In pseudo-dynamic test, different levels of damage were induced in the specimens by pre-loading, and input levels of seismic motion, at which the specimens reached to the ultimate stage, were examined. From the experimental result, no significant difference in damage levels such as residual crack width between the specimens under static and pseudo-dynamic loading was found. It is shown that the seismic capacity reduction factors ${\eta}$ can provide a reasonable estimation of post-earthquake seismic capacity of R/C buildings suffered earthquakes.