• Title/Summary/Keyword: Weight compression

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Axial compression behavior of double-skinned composite tubular columns under pure compression on concrete cores

  • Lee, Jeonghwa;Byun, Namju;Kang, Young Jong;Won, Deok Hee;Kim, Seungjun
    • Steel and Composite Structures
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    • v.43 no.4
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    • pp.431-445
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    • 2022
  • A double-skinned composite tubular (DSCT) column, which is an internally confined concrete-filled tubular column with a hollow section, has been developed for efficient use of materials that reduce self-weight and enhance seismic performance. It exhibits excellent material behavior with ductility owing to the confinement induced by outer and inner steel tubes. This study conducted axial compression tests considering the effects of steel tube thickness and hollow diameter ratios of DSCT columns on the material behavior of confined concrete under pure axial compression on concrete cores. From the axial compression tests, various combinations of outer and inner tube thicknesses and two different hollow section ratios were considered. Additionally, confined concrete material behavior, axial strength, failure modes, and ductility of DSCT columns were evaluated. Based on this study, it was concluded that the tests show a good correlation with peak strength and shapes of nonlinear stress-strain curves presented in literature; however, the thinner outer and inner steel tubes may reduce the ductility of DSCT columns when using thinner outer and inner tubes and higher confined stress levels. Finally, the minimum thickness requirements of the steel tubes for DSCT columns were discussed in terms of strength and ductility of test specimens.

Experimental study on hollow GFRP-confined reinforced concrete columns under eccentric loading

  • B.L. Chen;H.Y. Gao;L.G. Wang
    • Steel and Composite Structures
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    • v.52 no.4
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    • pp.451-460
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    • 2024
  • Hollow reinforced concrete columns confined with GFRP tubes (GRCH) are composite members composed of the outer GFRP tube, the PVC or other plastic tube as the inner tube, and the reinforced concrete between two tubes. Because of their high ductility, light weight, corrosion resistance and convenient construction, many researchers pay attention to the composite members. However, there are few studies on GRCH members under eccentric compression compared with those under axial compression. Eight hollow columns were tested under eccentric compression, including one axial compression column and seven eccentric compression columns. The failure modes and force mechanisms of GRCH members were analyzed, considering the varying in hollow ratio, reinforcement ratio and eccentricity. The test results showed that configuring steel bars can greatly increase the bearing capacity and ductility of the members. Each component (GFRP tube, concrete, steel bar) had good deformation coordination and the strength of each material could be fully utilized. But for specimens with larger eccentricity ratio (er=0.4) and larger hollow ratio (χ=0.55), the restraining effect of GFRP tube on concrete was significantly decreased.

Global Weight: Network Level Weight Sharing for Compression of Deep Neural Network (Global Weight: 심층 신경망의 압축을 위한 네트워크 수준의 가중치 공유)

  • Shin, Eunseop;Bae, Sung-Ho
    • Proceedings of the Korean Society of Broadcast Engineers Conference
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    • 2020.07a
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    • pp.22-25
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    • 2020
  • 본 논문에서는 큰 크기의 심층 신경망을 압축하기위해 네트워크 수준의 가중치 공유방법인 Global Weight 패러다임을 최초로 제시한다. 기존의 가중치 공유방법은 계층별로 가중치를 공유하는 것이 대부분이었다. Global Weight 는 기존 방법과 달리 전체 네트워크에서 가중치를 공유하는 효율적인 방법이다. 우리는 Global Weight 를 사용하여 학습되는 새로운 컨볼루션 연산인 Global Weight Convolution(GWConv)연산과 GWConv를 적용한 Global Weight Networks(GWNet)을 제안한다. CIFAR10 데이터셋에서 실험한 결과 2.18 배 압축에서 85.64%, 3.41 배 압축에서 85.46%의 정확도를 보였다. Global Weight 패러다임은 가중치 공유가 궁극적으로 풀고자 했던 중복되는 가중치를 최소화하는 획기적인 방법이며, 추후 심도 있는 연구가 수행될 수 있음을 시사한다.

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Image Coding of Visually Weighted t Discrete Cosine Transform (시각 하중 이산여현변환 영상부호화)

  • 이문호;박주용
    • Journal of the Korean Professional Engineers Association
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    • v.22 no.2
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    • pp.19-25
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    • 1989
  • Utilizing a cosine transform in image compression has several recognized performance benefits, resulting in the ability to attain large compression ratio with small quality loss. Also, various models incorporating Human Visual System (HVS) to Discrete Cosine Trans-form (DCT) scheme are considered. Using the exact frequency components of DCT basis function, the optimum modulation transfer function (MTF) is obtained analytically. The errors at a block boundary which is important factor in transform coder are criteria for error measurement. The HVS weight coding results in perceptually higher quality images compared with the unweighted scheme.

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Design of space truss structures

  • El-Sheikh, Ahmed
    • Structural Engineering and Mechanics
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    • v.6 no.2
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    • pp.185-200
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    • 1998
  • Space truss design usually involves two main assumptions: that truss members are pin-ended, and compression members possess brittle post-buckling characteristics. The validity of these assumptions in the design of a new group of space trusses with continuous chords and eccentric joints is questionable. With chord member continuity and the consequent improvement in compression member behaviour, current design practice might be too conservative. In this paper, it is shown that substantial improvements in overall truss strength have resulted when the true member end conditions are considered, thus indicating potential savings in truss weight with considerable magnitudes.

Robust Watermarking Scheme Based on Radius Weight Mean and Feature-Embedding Technique

  • Yang, Ching-Yu
    • ETRI Journal
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    • v.35 no.3
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    • pp.512-522
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    • 2013
  • In this paper, the radius weight mean (RWM) and the feature-embedding technique are used to present a novel watermarking scheme for color images. Simulations validate that the stego-images generated by the proposed scheme are robust against most common image-processing operations, such as compression, color quantization, bit truncation, noise addition, cropping, blurring, mosaicking, zigzagging, inversion, (edge) sharpening, and so on. The proposed method possesses outstanding performance in resisting high compression ratio attacks: JPEG2000 and JPEG. Further, to provide extra hiding storage, a steganographic method using the RWM with the least significant bit substitution technique is suggested. Experiment results indicate that the resulting perceived quality is desirable, whereas the peak signal-to-noise ratio is high. The payload generated using the proposed method is also superior to that generated by existing approaches.

A Study on the Propriety of Substitute Fuel of Gasoline Engine(VI) (가솔린 엔진용 대체연료의 타당성에 관한 연구(VI))

  • 유정인;양옥용
    • Journal of the korean Society of Automotive Engineers
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    • v.7 no.4
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    • pp.49-56
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    • 1985
  • This study consists of instrumenting and running tests on variable compression engines and measuring the following combustion characterics: (a)flame speed, (b) emission and (c)performance parameter such as power and economy. The results were as follows: 1) The phase separation diagram of substitute fuels were obtained from phase separation experiment. 2) The flame propagation speed of substitute fuels were higher than gasoline and increased with increasing methanol weight percent of substitute fuels. 3) BEMP of substitute fuels was slightly less than that of gasoline but in the range of small weight percent, BEMP was compatible to gasoline. 4) Concentration of NOx decreased significantly with delaying spark advancing time. Also, it decreased for rich equivalence ratio but increased with high compression ratio. In general, NOx concentration was much lower than that of gasoline. 5) Concentration of HC and CO increased for rich equivalence ratio. Also it was lower than that of gasoline.

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Effect of cement stabilization on geotechnical properties of sandy soils

  • Shooshpasha, Issa;Shirvani, Reza Alijani
    • Geomechanics and Engineering
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    • v.8 no.1
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    • pp.17-31
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    • 2015
  • An experimental program was performed to study the effects of cement stabilization on the geotechnical characteristics of sandy soils. Stabilizing agent included lime Portland cement, and was added in percentages of 2.5, 5 and 7.5% by dry weight of the soils. An analysis of the mechanical behavior of the soil is performed from the interpretation of results from unconfined compression tests and direct shear tests. Cylindrical and cube samples were prepared at optimum moisture content and maximum dry unit weight for unconfined compression and direct shear tests, respectively. Samples were cured for 7, 14 and 28 days after which they were tested. Based on the experimental investigations, the utilization of cemented specimens increased strength parameters, reduced displacement at failure, and changed soil behavior to a noticeable brittle behavior.

Studies on the Effect of Microfine Cellulose upon the Preparation of Prednisolone Tablets by Direct Compression Method (직타법(直打法)에 의(依)한 Prednisolone 정제(錠劑)의 제조(製造)에 있어서 Microfine Cellulose가 미치는 영향(影響)에 관(關)한 연구(硏究))

  • Ok, Su-Jung;Yong, Jae-Ick
    • Journal of Pharmaceutical Investigation
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    • v.5 no.3
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    • pp.58-65
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    • 1975
  • In the preparation of prednisolone tablets, when microfine cellulose$(Elcema^{\circledR})$ was used as diluents, stability and physical characteristics of prednisolone tablets are as follows; 1. Weight of the plain $Elcema^{\circledR}$ tablets increased by 75% of relative humidity and hardness was weakend, but the temperature $(60^{\circ}C)$ caused no change of thickness and decreased the weight and hardness. 2. In experimental tableting of prednisolone tablets, the addition of $Elcema^{\circledR}$ caused no difficulty in direct compression method, and the shortening of the disintegration time and increase of the hardness were satisfactory. 3. Dissolution rate test exhibited the result similiar to disintegration test. 4. In the comparison test of $Elcema^{\circledR}$ and $Avicel^{\circledR}$ as adjuvants the physical constants of prednisolone tablets showed nearly a similar tendency.

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Comparison of Geotechnical Characteristics of Bottom Ash for Lightweight Fill Material (경량 성토재 활용을 위한 석탄 저회 물성 비교)

  • Kim, Yun-Ki;Lee, Sung-Jin;Shin, Min-Ho;Lee, Seung-Rae;Lee, Yong-Sik
    • Proceedings of the Korean Geotechical Society Conference
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    • 2010.03a
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    • pp.679-686
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    • 2010
  • Mechanical characteristics of bottom ash produced in coal-fired power plant are investigated to utilize as light-weight fill materials. Triaxial compression test, water retention test, and unsaturated direct shear test were conducted for weathered soil (WS), reclaimed bottom ash (RBA), and screened bottom ash (BA). RBA had larger frictional angle and lower effective cohesion than those of WS. Water retention charactersitics of RBA and BA existed within distributions of soil-water characteristic curves for domestic weathered soils. Unsaturated shear strength of RBA was similar to that of WS at matric suctions of 50 kPa and 100 kPa. As a conclusion, bottom ash can be used as fill materials to replace the conventional construction materials by.

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