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An Efficient Music Notation by Plain Text for General Music Lovers

  • Yi, Seung-taek;Kim, Inbum;Park, Sanghyun
    • Journal of the Korea Society of Computer and Information
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    • v.22 no.8
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    • pp.85-91
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    • 2017
  • Although various music composition programs for PCs have become commonplace, the reasons why people think it is hard to make music are the lack of experience with musical instruments, the lack of knowledge of music or composition, and the fear of learning MIDI software. In this paper, we propose an effective method to solve this problem by using plain text based method which makes it easy for the general people who do not know MIDI, have little experience of musical instruments, and cannot even read music to make their own music. As a result, many people who like music but have not been able to produce their own music may produce and distribute music, and collaborate with others to produce better quality music.

Strengthening method against Overturn of Plain Concrete Gravity Pier for Open-Steel-Plate-Girder Railway Bridges (철도판형교 무근콘크리트 교각의 전도 보강기법)

  • Lee, Jun-S.;Choi, Eun-Soo;Rhee, In-Kuy;Lee, Joo-B.
    • Proceedings of the KSR Conference
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    • 2007.11a
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    • pp.1165-1173
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    • 2007
  • Open-Steel-Plate-Girder railway bridges, in general, have plain concrete gravity pier without piles at foundations. Such piers are vulnerable to be overturned against braking forces and ground shakings during an earthquake. Thus, this study suggests a strengthening method using earth anchors to improve the resistance of plain concrete gravity piers to the overturn of themselves. Also, a filed test was performed for the as-built and the strengthened pier and the test results were compared to assess the strengthening effect. The earth anchors increased the ultimated capacity for the pier's overturn. Finally, a FE analysis was conducted using nonlinear elements for soil to understand the distribution of the soil stresses for the as-built and the strengthened pier.

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Flow Analysis of Heat Exchanger with Delta Winglet Vortex Generators on CFD (와류 생성기가 설치된 핀 튜브 열교환기의 열 유동해석)

  • Hwang, Seong-Won;Jeong, Ji-Hwan
    • Proceedings of the SAREK Conference
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    • 2009.06a
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    • pp.1166-1171
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    • 2009
  • Fin-tube heat exchangers are widely used in refrigeration systems. To improve the performance of fin-tube heat exchangers, the shape of plain fin was developed in slit fin and louver fin. These pins have higher heat transfer performance as well as larger pressure drop. Recent studies of a delta winglet vortex generators(DWVG) show less heat transfer capacity than louver fin. However, the DWVG have very small pressure drop. This paper compares the performance for the plain fin and DWVG fin in terms of flow characteristics and heat transfer based on CFD analyses. The DWVG generate vortex and delayed flow separation and leads to a reduction of a wake region behind a tube. The results show that the DWVG produce improved heat transfer and reduced pressure drop compared to a plain fin. This result is opposite to the Reynolds analogy.

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A Study on the Vibration Characteristics of Steel and Plain Weave Composite Cylindrical Shells Combined with Internal Plate Structures (내부판 구조물이 결합된 강 및 평직 복합재료 원통셸의 구조진동 특성 연구)

  • 이영신;최명환
    • Journal of KSNVE
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    • v.9 no.1
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    • pp.149-162
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    • 1999
  • A method for the analysis of free vibrations of steel and plain weave composite cylindrical shells with a longitudinal, interior rectangular plate is developed by using the receptance method. This method is based on the ratio of a deflection (or slope) response to a harmonic force(or moment) at the joint. In this study, after getting the free vibration characteristics of the simply supported plate and shell, the frequency equation of the combined system is obtained by considering the continuity condition at the joint between the plate and the shell. The numerical results are compared with published results and experiment results in order to show the validate of the formulation, and shown that the analytical results agreed with those from other methods. The effects of the location and the thickness of the plate on the natural frequencies are also investigated.

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Experimental Study on Failure Behavior of Plain Concrete - Biaxial Stress Test (콘크리트 파괴거동특성의 실험적 연구I-이축응력시험)

  • 이상근;이상민;박상순;한상훈;송영철
    • Proceedings of the Korea Concrete Institute Conference
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    • 2003.05a
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    • pp.315-320
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    • 2003
  • Two different strength types of plain concrete plate specimens (200$\times$200$\times$60mm) were tested under different biaxial load combinations. The specimens were subjected to biaxial combinations covering the three regions of compression-compression, compression-tension, and tension-tension. The loading platens with Teflon pads were used to reduce a confining effect in boundary surface between the concrete specimen and the solid platen. The principal deformations in the specimens were recorded, and the failure modes along with each stress ratio were examined. Based on the strength data, the failure envelops were developed for each type of plain concrete. The biaxial stress-strain responses of concrete plate specimens for three biaxial loading regions were also plotted. The test data indicated that the strength of concrete under biaxial compression ($f_2 / f_1$$_1$=-1/-1) is about 17 percent larger than under uniaxial compression.

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Experimental Study on Flexural Behavior of RC Slabs with Expansive Additives (팽창재를 혼입한 철근콘크리트 슬래브의 휨 거동에 관한 실험적 연구)

  • 박홍용;김철영;최익창;배상욱;이호석
    • Journal of the Korea Concrete Institute
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    • v.12 no.4
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    • pp.31-40
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    • 2000
  • This study aims to improve serviceability of concrete by inducing chemical prestress with the application of expansive additives for concrete. For this purpose, material tests and 4 point-bending tests of RC slabs were performed to verify the effect of expansive additives on the concrete. and the critical aspects of the structural behavior were investigated. The results of the material tests show that the optimal proportion of expansive additives is 13% of total cement weigth and the properties of expansive concrete in that proportion are the same as those of plain concrete. Both the experimental cracking load and service load of the expansive concrete slabs are increased in comparison with those of the plain concrete. In addition to the above results, the deflection of expansive concrete is smaller than that of plain concrete, and permanent strains resulting from cyclic load are decreased. It can be concluded that the use of expansive additives to induce chemical prestress in RC slabs greatly improves the serviceability.

Variation of the dynamic coefficients of the plain journal bearing considering vapor pressure (증기압을 고려한 플레인 저널 베어링의 동특성 변화)

  • Seo, Jun-Ho;Park, Jae-Hong;Rhim, Yoon-Chul
    • Transactions of the Society of Information Storage Systems
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    • v.8 no.1
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    • pp.27-32
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    • 2012
  • Fluid dynamic bearings have several advantages that low noise, high rotational stability and low friction. So, early 2000s, the HDD spindle motors have been replaced ball bearings to fluid dynamic bearing. Most of studies apply inner boundary condition that is inside of bearing pressure larger than atmosphere pressure. Therefore, they used Half-Sommerfeld or Reynolds Boundary condition. This paper investigates the dynamic coefficients of the plain journal considered vapor pressure. As a result, it shows that the vapor pressure effect cannot ignore.

Mechanical Properties Anisotropy of Plain Weave Glass Fabric Reinforced Epoxy Resin Laminates (평직유리섬유강화 에폭시 적층판의 기계적 특성 이방성)

  • Kim, Yon-Jig
    • Transactions of the Korean Society of Automotive Engineers
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    • v.17 no.3
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    • pp.15-21
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    • 2009
  • The anisotropic mechanical properties were measured for the three orthogonal orientations of plain weave glass fabric reinforced epoxy resin laminate. In tensile and flexural tests, axial and edge type specimens failed by pull-out of warp and fill yarns, respectively. In contrast, the thickness type specimens failed by adhesive failure process. Longitudinal cracking occurred in several of the edge type specimens during tensile test. That cracking caused pop-in in the stress-strain curve. Defects induced by improper coupon machining caused that cracking.

The Evaluation of Interlaminar Fracture Toughness and AE Characteristics in a Plain Woven CFRP Composite with DCB Specimen (DCB 시험편의 평직 CFRP 복합재 층간파괴인성 및 AE 특성 평가)

  • Yun Yu-Seong;Kwon Oh-Heon
    • Journal of the Korean Society of Safety
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    • v.20 no.1 s.69
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    • pp.49-54
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    • 2005
  • Recently, many kinds of advanced composite materials have been used in various industry fields. Among them, fabric CFRP composites are being used as primary structural components in many applications because of their superior properties. However, the complexity of the fabric structure makes understanding of their failure behavior very difficult. The mechanical strength and crack propagation of plain woven carbon fiber fabric laminate composites are examined by acoustic emission(AE) method. AE signals are acquired during the tensile test and fracture tests. Thus, the relationship between AE signal and mechanical behavior curves and crack extension length are shown. Also the interlaminar fracture toughness in terms of AE characteristics are discussed in viewpoint of crack propagation behavior.

Study on the Improvement of Accuracy in a Plain Slope Analysis Using the Bundle Adjustment (번들조정법에 의한 지상시설물 경사면 해석의 정확도 향상에 관한 연구)

  • 유복모;조기성;허두홍
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.7 no.1
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    • pp.59-65
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    • 1989
  • In this study, improvement of accuracy in a plain slope analysis is a main object using the bundle adjustment with changing the convergent angles and the configurations of control points when we can't take convergent case because of poor environment around establishment and cultural assets. From converged photographing using the angle of deviation, it was possible to improve accuracy in a plain slope analysis.

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