• Title/Summary/Keyword: 압축모델

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Prediction of Equivalent Stress Block Parameters for High Strength Concrete (고강도 콘크리트의 등가응력 매개변수 추정에 관한 연구)

  • Lee, Do Hyung;Jeon, Jeongmoon;Jeong, Minchul;Kong, Jungsik
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.31 no.3A
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    • pp.227-234
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    • 2011
  • Recently, a high strength concrete of more than 40 MPa has been increasingly used in practice. However, use of the high strength concrete may influence on design parameters, particularly stress distribution. This is very true since the current everyday practice employs equivalent rectangular stress distribution that is derived from normal strength concrete. Subsequently, the stress distribution seems to be reevaluated and then a new distribution with new parameters needs to be suggested for the high strength concrete. For this purpose, linear and multiple regression analyses have been carried out in term of using experimental data for the high strength concrete of 40 to 80 MPa available in literatures. Accordingly, new parameters associated with the stress distribution have been proposed and employed for the design of flexural and compressive members. Comparative design examples indicate that designs with new parameters reduce section dimensions compared to those with the current code parameters for concrete strengths of 40 to 70 MPa. In particular, for compressive members, design with new parameters exhibit conservative compressive force compared to those with the current code parameters.

Analysis of Confinement Effectiveness for FRP Confined Concrete Columns (FRP로 구속된 콘크리트 압축부재의 구속효과 분석)

  • Choi, Eunsoo;Choi, Seung-Hwan
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.31 no.1A
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    • pp.19-24
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    • 2011
  • Concrete columns strengthening effect due to FRP (Fiber Reinforced Polymer) confinement depends on the elastic modulus of the FRP. This study analyzes the retrofitting effect of FRP confinements according to elastic modulus of FRPs using the existing data and suggests a practical model to assess the strengthening effect. This study subdivides the FRP elastic modulus into three parts based on normal concrete and steel elastic modulus. The slope and the y-axis intersection seem to increase with increasing FRP elastic modulus. In addition, the strengthening effect does not develop up to some amount of FRP confinement having relatively smaller elastic modulus than the compressive elastic modulus of concrete. In this case, a linear model to assess the strengthening effect is hard to be used. Thus, this study suggests that the FRP jackets having 2 times larger elastic modulus than that of concrete are recommended to be used for retrofit of concrete and that a linear model can be applied for the case. The suggested model shows nearly the same result regardless to the restraint of the y-axis intersection. This has been observed at the model of steel confinement and, thus, is a reliable result.

Compressive Strength Development Model for Concrete Cured by Microwave Heating Form (마이크로웨이브 발열거푸집으로 양생된 콘크리트의 압축강도발현 모델)

  • Koh, Tae-Hoon;Moon, Do-Young;Bae, Jung-Myung;Yoo, Jung-Hoon
    • Journal of the Korea Concrete Institute
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    • v.27 no.6
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    • pp.669-676
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    • 2015
  • Time dependent model for prediction of compressive strength development of concrete cured by microwave heating form was presented in this study. The presented model is similar to the equation which is given in ACI 209R-92 but the constants which is dependent on cement type and curing method in the presented model are modified by the regression analysis of the experimental data. Laboratory scale concrete specimens were cast and cured by the microwave heating form and drilled cores extracted from the specimens were fractured in compression. The measured core strengths are converted to standard core and in-situ strengths. These in-situ strengths are used for the regression.

Initial QP Modeling for GOP Layer Rate Control (GOP 레이어 비트율 제어를 위한 초기 QP 모델링)

  • Park, Sang-Hyun
    • The Journal of the Korea institute of electronic communication sciences
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    • v.7 no.6
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    • pp.1377-1383
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    • 2012
  • The first frame of a GOP is encoded in intra mode which generates a larger number of bits. In addition, the first frame is used for the inter mode encoding of the following frames. Thus the intial QP for the first frame affects the first frame as well as the following frames. Traditionally, the initial QP is determined among four constant values only depending on the bpp. Although this initialization scheme is simple, yet it is not accurate enough. An accurate intial QP prediction scheme should not only depends on bpp but also on the complexity of the video sequence and the output bandwidth. In this paper, we propose a traffic model for finding the optimal initial QP which maximizes the PSNR of the GOP. We also propose a method to find model parameters for real-time video encoding. It is shown by experimental results that the proposed traffic model captures initial QP characteristics effectively and the proposed method for model parameters accurately estimates the real values.

Investigation on Shape Effect of Rock Specimens to Uniaxial Compressive Strength and Modification of Performance Prediction Model of a Roadheader (일축압축강도에 미치는 암석시편의 형상효과 고찰 및 로드헤더 굴진율 예측모델 수정)

  • Kim, Mun-Gyu;Lee, Sang-Min;Cho, Jung-Woo;Choi, Sung-Hyun;Eom, Jun-Won
    • Tunnel and Underground Space
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    • v.31 no.6
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    • pp.440-459
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    • 2021
  • Roadheaders have begun to be adopted in Korean tunneling sites. The performance prediction models proposed by the manufacturer are used by Korean construction companies. The models use UCS (uniaxial compressive strength) value to predict the net cutting rate, but the rock specimens conducted for the uniaxial compression test have 1.0 of the diameter to length ratio. It has been reported that the specimen shape generally influences the rock strength. The previous references studying the shape effect were cited, and the UCS data of Korean rocks are also updated to analyze the shape effect on UCS. The cause of effect was discussed by previous theory. The change amount of UCS values of Korean rocks was estimated by the data, and the modified prediction model for NCR was finally suggested.

Real-time Lossless Compression of Traffic for Network Forensics (네트워크 포렌직을 위한 트래픽의 실시간 비손실 압축에 관한 연구)

  • 유상현;김기창
    • Proceedings of the Korean Information Science Society Conference
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    • 2004.10a
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    • pp.382-384
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    • 2004
  • 최근 가파른 증가세를 보이며 그 기법 또한 다양해지고 있는 공격에 대한 사후처리와 동일 침입 방지를 위해, 네트워크 포렌직에 대한 관심이 커지고 있다. 포렌직을 위해서는 정보의 손실 없는 네트워크 트래픽을 수집하여 보존하는 것이 필요하지만, 그 양이 막대하며, 이는 더 큰 용량의 디스크를 필요로 한다. 이를 해결하기 위해서는 압축을 수행하는 것이 필요하며, 또한 IP와 같이 필요로 하는 몇몇 정보를 압축해제 없이 접근할 수 있게 한다면, 간단한 작업을 위해서도 압축을 풀기 위해 컴퓨팅 파워와 시간을 줄일 수 있을 것이다. 따라서, 이 논문에서는 수집한 패킷마다 압축을 수행할 부분과 수행하지 않을 부분으로 나누고, 압축을 수행한 뒤, 해당 정보를 4바이트의 헤더로 만들어 덧붙임으로써, 기존 트래픽을 압축함과 동시에 패킷들에 대한 간단한 정보들을 압축해제 없이 접근할 수 있는 모델을 제안하였다.

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Numerical Simulation of Radial Strain Controlled Uniaxial and Triaxial Compression Test of Rock Using Bonded Particle Model (입자결합모델을 이용한 횡방향 변형률 제어 하에서의 암석의 일축 및 삼축압축시험의 수치적 모사)

  • Lee, Chang-Soo;Kwon, Sang-Ki;Jeon, Seok-Won
    • Tunnel and Underground Space
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    • v.21 no.3
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    • pp.216-224
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    • 2011
  • In this study, Class II behavior of rock failure process under uniaxial and biaxial compression has been numerically simulated using bonded particle model. Class II behavior of rock was simulated by radial strain controlled uniaxial and biaxial compression tests using a suggested method of ISRM. Micro-parameters used in the simulation were determined based on the laboratory uniaxial compression tests carried out at ${\"{A}}sp{\"{o}}$ Hard Rock Laboratory, Sweden. Class II behavior of ${\"{A}}sp{\"{o}}$ rock was effectively simulated using newly proposed numerical technique in this study, and the results of numerical simulations show good similarity with the complete stress-strain curves for Class II behavior obtained from the laboratory tests.

MDCT/IMDCT (MPEG 오디오 신호처리를 위한 MDCT/IMDCT의 FPGA 구현)

  • 노진수;이강현
    • Proceedings of the Korea Multimedia Society Conference
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    • 2003.05b
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    • pp.69-73
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    • 2003
  • 음향압축에 있어서 인간의 청각신경의 특성을 이용하는 방식이 사용되고 있다. 이러한 방법은 심리음향모델(psychoacustical model)에서 도입되었다. 음향압축에서는 이러한 심리음향모델을 사용하여 인간이 지각할 수 없는 한도 내에서 부호화하지 않는 지각음향부호화(perceptual audio coding)사용한다. 지각음향부호화는 분석필터와 합성필터로 각각 부호화 복호화하는데 이것은 필터뱅크(filter bank)로 구현된 서브밴드코더(subband coder) 이다. 본 논문에서는 분석필터와 합성필터에 사용되는 MDCT(Modified Discrete Cosine Transform)와 IMDCT(Inverse Modified Discrete Cosine Transform)를 FPGA에 구현하였다.

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Design of Compressed Memory Architecture for High Performance Computing (고성능 컴퓨터를 위한 압축 메모리 구조 설계)

  • Lee, Jang-Su;Hong, Won-Gi;Kim, Sin-Deok
    • Journal of KIISE:Computer Systems and Theory
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    • v.26 no.2
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    • pp.242-260
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    • 1999
  • 실시간 데이터압축 기법은 저장 시스템의 용량과 저장 시스템간의 대역폭을 동시에 증가시킴으로써 프로세서-메모리, 메모리-디스크간의 성능 격차를 줄이기 위한 새로운 대안으로 연구되어 왔다. 하지만 압축데이타를 복원하는데 소요되는 시간은 압축 기법의 장점을 상쇄시킬 만큼 큰 오버헤드로 작용한다. 본 논문에서는 이러한 복원 오베헤드를 줄이기 위해 선택적 압축 기법과 복원 오버헤드 감춤 기법들을 적용한 선택적 압축 메모리 시스템을 제안하고 선택적으로 압축된 데이터를 효과적으로 접근하기 위한 캐쉬 구조와 메모리 운용방법을 제시한다. 제안된 선택적 압축 메모리 시스템의 성능은 분석적 모델과 트레이스 구동 방식의 실험을 통해 평가된다. 실험 결과에 따르면 선택적 압축 메모리 시스템의 성능은 데이터의 압축율과 응용 프로그램의 데이터 접근 유형에 따른 압축 블록의 참조율 및 복원 오버헤드를 줄이기 위해 장착된 복원 버퍼의 접근 성공률에 따라 좌우됨을 알 수있다. 복원 버퍼는 대부분의 벤치마크 프로그램들에 대해서 기존의 복원 오버헤드를 70% 이상 줄여 주며 이 경우 일반적인 메모리 시스템에 비해 최대 20%까지의 성능 향상을 보인다. 뿐만 아니라 선택적 압축 기법은 평균 47% 의 데이터 이동시간의 감소와 10%의 온 칩 캐쉬 접근 실패 횟수의 감소 효과를 제공한다.

Vibration Analysis of Compressor and Pipe Using RecurDyn (RecurDyn 을 이용한 압축기 및 배관 진동 해석)

  • Kwon, Seungmin;Son, Youngboo;Ha, Jonghun;Yoo, Hong Hee
    • Transactions of the KSME C: Technology and Education
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    • v.3 no.2
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    • pp.117-124
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    • 2015
  • Recently, noise reduction in room air conditioner has been one of the most important issues as well as cooling efficiency. A rotary compressor is widely used in room air conditioners. But, the rotary compressor is the dominant vibration/noise source in an air conditioner. A number of studies have been conducted on reducing rotary compressor vibration/noise through improving muffler and resonator design. However, a noise delivering path between compressor and pipe is not fully taken into consideration. In this paper, the vibration analysis model of rotary compressor is modeled using RecurDyn and experimental validation is presented.