• Title/Summary/Keyword: 변형 능력

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Physicochemical Properties of Hydroxypropylated Chestnut Starch (Hydroxypropyl화 밤 전분의 이화학적 특성)

  • Park, Young-Ae;Kim, Jun-Han;Hwang, Tae-Young;Moon, Kwang-Deog
    • Korean Journal of Food Science and Technology
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    • v.31 no.4
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    • pp.999-1004
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    • 1999
  • Physicochemical properties of the native chestnut starch(NCS) and hydroxypropylated chestnut starch(HCS) with propylene oxide were investigated. The water binding capacity and blue value of chestnut starch were increased by hydroxypropylation. With increasing temperature, the swelling power and solubility were increased and those of HCS were higher. The light transmittance of HCS was higher than it of NCS. Endotherm characteristics were studied with DSC showed that temperatures of initial gelatinization of NCS and HCS were $64.44^{\circ}C$ and $62.80^{\circ}C$, respectively. The temperature of initial gelatinization and enthalpies gelatinization in chestnut starch were decreased by hydroxypropylation. And the viscosity of HCS was higher than that of NCS.

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An Experimental Study on Steel Plate Coupling Beam (철골 플레이트 커플링 보의 실험적 연구)

  • Hong, Sung-Gul;Lim, Woo-Young
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.11a
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    • pp.301-304
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    • 2008
  • This paper presented an structural efficiency of steel coupling beam jointed single plate shear connections with seat and top angle. Parameters for the test specimens were are seat and top angle, reinforcing of concrete, embedded length, section loss. Steel coupling beam with angle showed excellent strength, stiffness, energy dissipation capacity. The specimen with no reinforcement around the embedded steel plate showed slightly low deformation capacity because of early failure in the precast concrete walls. However, the specimen with reinforcement around the embedded steel plate showed good deformation capacity. Deformation capacity was not decrease despite short embedded length. The specimen with section loss showed excellent deformation capacity. Because shear strength of steel coupling beam was lesser than of connections. These results showed that for workability and cost efficiency, the proposed system is promising for one of steel coupling beam.

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Effects of on-base and slugging ability on run productivity in Korean professional baseball (한국 프로야구에서 출루 능력과 장타력이 득점 생산성에 미치는 영향)

  • Kim, Hyuk Joo
    • Journal of the Korean Data and Information Science Society
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    • v.23 no.6
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    • pp.1065-1074
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    • 2012
  • The purpose of this paper is to statistically analyze the effects of on-base and slugging ability on the run productivity in Korean professional baseball. In Section 2, we have investigated the OPS (On-base percentage Plus Slugging average) and introduced new indices of batting ability by modifying the OPS. In Section 3, we have examined the correlation which the batting average, on-base percentage, slugging average, IsoP (Isolated Power), OPS and the indices introduced in Section 2 have with the average runs per game, using the data from all the games of the regular seasons in 2007~2011. In addition, by generalizing the OPS and the indices introduced in Section 2, we have analyzed the correlation of the indices with various weights between the average runs per game. As a result, the weighted OPS consisting of on-base percentage (with weight 57%) and slugging average (with weight 43%) has been found to give the best explanation of the run productivity.

A study on Properties of Strength and Deformation of Composite beams varying Ratio of Tensile bar to Steel (철골철근비에 따른 혼합구조보의 내력 및 변형 특성에 관한 연구)

  • Lim, Byung Ho;Park, Jung Min;Kim, Wha Jung
    • Journal of Korean Society of Steel Construction
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    • v.14 no.1
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    • pp.87-94
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    • 2002
  • In the preceding study, a series of results was presented according to factors like as attaching method of main bar, shear span to depth ratio, reinforcing method for different types of region among various factors, which could determine the properties of composite beams. Based on these results, this study was planned to investigate the structural behaviors of according to attaching method of main bar for composite beams(end-reinforced concrete(RC), center-steel concrete (SC)) varying ratio of tensile bar to steel mainly. Consequently, there were little difference according to attaching method of main bar. And as the ratio of tensile bar to steel increase, the efficiency of strength was high, but ductile capacity of beams could deteriorate. Therefore, to maximize the structural properties of composite beams, it was considered that the ratio of tensile bar to steel should be limited.

Structural Performance of Beam-Column Connections Using 51 mm Diameter with Different Anchorage Details (51 mm 대구경 철근을 사용한 외부 보-기둥 접합부의 정착상세별 구조성능 평가)

  • Kim, Jung-Yeob;Jung, Hyung-Suk;Chun, Sung-Chul;Kim, In-Ho;Choi, Chang-Sik
    • Journal of the Korea Concrete Institute
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    • v.29 no.2
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    • pp.201-208
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    • 2017
  • In exterior beam-column joints, hooked bars are used for anchorage, but usage of high-strength and large-diameter bars increases, headed bar is preferred for solving steel congestion and difficulty in construction. To investigate the structural performance of headed bars, Six exterior beam-column joints were tested under cyclic loading. Tests parameter were the anchorage methods and concrete strength. The test results indicate that behavior of headed bar specimens shows similar performance with hooked bar specimens. All specimens failed by flexural failure of the beam. Headed bar specimens shows better performance in anchorage and joint shear. All specimens were satisfied the criteria of ACI374.1-05. Test results indicate that use of headed bar in exterior beam column joint is available.

Modular Robot for Promoting Creativity Development in Play and Education (창의력 증진을 위한 놀이 및 교육용 모듈러 로봇 개발)

  • Choi, Joon-Sik;Lee, Bo-Hee;Kim, Jin-Geol
    • Journal of IKEEE
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    • v.18 no.4
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    • pp.572-580
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    • 2014
  • This study deals with reconfigurable modular robot with respect to the compact and capability of representing the various actions for promoting creativity through education and play. Generally modular robot can be designed as a suitable robot that is transformed to various structure by reconstructing each cells, However, there are only few research on the education and play using those robots in the world and still nothing domestically. Unlike the existing modular robots only having a repeating motion, the proposed modular works by individual module such as sound is produced by sound module, wheel is driven by wheel module, LED module controls the visual expression, power is supplied by battery module, bluetooth module for communication, and dynamic motion realization is possible by using joint module. By manipulating the abilities endowed by individual modules, diversity of creative activities is possible and thus made an easy access for children. This study deals with the design of modular robotic by using the variety of different modules to endowed the learning and playing ability. And the study showed the utility of the operating behavior over the actual production and testing.

A Comparison Study on Strength of Stainless Steel Tube and Steel Tube Stub-columns (스테인리스강관과 일반구조용강관 단주내력 비교에 관한 연구)

  • Jang, Ho Ju;Yu, Jea Hee;Yang, Young Sung
    • Journal of Korean Society of Steel Construction
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    • v.15 no.5 s.66
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    • pp.561-570
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    • 2003
  • This study evaluate the characteristics of stainless steel for the use of stainless steel tubes as structural members. The strength of stainless steel tube was compared with that of steel tube stub-columns through tensile experiment and compressed experiment. The selected experimental parameters were diameter (width)-thickness and section shape. The results of tests showed that stainless steel tubes could be predicted as superior to steel tubes in terms of tensile strength, yield ratio, elongation percentage, and absorption ability of energy. The yield strength of stainless steel tubes were found to be higher than the Korean Standards ($Fy=2.1tf/cm^2$) and the design strength of SIJ-ASD($Fy=2.4tf/cm^2$). It was also higher then the yield strength of steel tubes. The plastic deformation of stainless steel tubes was found to beto that of steel tubes.

Performance Evaluation of Disk Scheduling Schemes in a VOD System (VOD 시스템에서의 디스크 스케줄링 기법의 성능 평가)

  • Jeon, Yong-Hee;Lee, Sang-Hag
    • The Transactions of the Korea Information Processing Society
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    • v.7 no.11
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    • pp.3519-3533
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    • 2000
  • In a VOD(Video-On-Demand) system, I/O performance and storage requirements are generally more important than computing capability, Due to the development of CPU tecnology, the gap between the performance of processors and desk speed are widening. Therefore, the disk system typically becomes the bohleneck ina VOD system. In order to allevte those effects from physical constramts, disk array system is used. The I/O performance of disk arrays can be improved by the capability of processors, I/O schefuling polcy, the number of member disks in the array, disk block size, block placemet method etc. In this paper, we considered the disk scheduling schemes including EDF( Earliest Deadine First), SCAN, SGAN-EDF, Round-robm. GSS(Grouped Sweeping scheme), and C-SCAN, LOOK, C-LOOK which are variations of SCAN Mamly focusing on those disk scheduling schemes, we performed the simulation in order to compare and eview the perionmance of disk arrays considening seveial related parameters under diverse environments and analyzed the effects of those parameters to the performance.

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Comparisons of Numerical Analyses considering the Effects of Shear Strength Degradation For Nonseismic Designed RC Frame (비내진 설계된 RC 골조에 대한 전단강도 감소 효과를 고려한 수치해석의 비교)

  • Lee, Young-Wook
    • Journal of the Earthquake Engineering Society of Korea
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    • v.10 no.1 s.47
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    • pp.1-8
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    • 2006
  • Nonseismic designed RC frame have a possibility of shear failure because of deficiencies of reinforcing details. To model the shear failure in numerical analysis, shear strength degradation models which Include Moehle's and ATC 40 are compared and applied to push-over analysis. For numerical analysis, three storied building frame is selected and designed according to Korean Concrete Design Code(2003). As results, It is shown that Moehle's shear strength degradation model estimates the shear strength lower than NZSEE model and has less variation than ATC 40 model and all the shear strengths of models are greater than the nominal shear strength of ACI 318. Also, from the numerical analysis, it is pointed out that there may be great difference in lateral drift capacity if a different shear strength model is used. And the capacity can be severely underestimated if the restraining model of plastic rotation of ATC 40 is used, compared to the use of shear spring model for shear degradation.

A Study of Evaluation Model for RPG Combat Balance in Mobile (RPG 전투밸런스 평가모델 연구 : 모바일 게임 중심으로)

  • Jeon, Joon Hyun;Jeong, Eui Jun
    • Journal of Korea Game Society
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    • v.15 no.4
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    • pp.49-58
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    • 2015
  • Due to the improving mobile environments, we can play RPG in not only computer online field but also mobile field. It is difference from hardware environment between them so that mobile RPG has been changed and modified to play in mobile environment except RPG's frame and basic element. This Study has investigated the model to evaluate the balance of battle that is based on the RPG. Although there is an assessment model studied with a focus on the MMORPG, It is difficult to apply to the entire balance in RPG especially mobile RPG. Former model has used only basic element because there were so many kinds of variables such as user's controls, other players and objects in game. The reason why that model just gave a guide line about battle balance. In this paper, the new assessment model to include the balance factors such as BUFF, NURF and PASSIVE could be possible for applying the balance of mobile RPG on recent trends. As a result, the new model can measure numerical calculations compared to the previous model.