• Title/Summary/Keyword: 앤시스

Search Result 24, Processing Time 0.019 seconds

Effect of a Supplementary Pole on the Structural Stability in the Single-span Plastic Greenhouses (단동하우스에서의 보강지주 설치 효과)

  • Yum, Sung-Hyun;Kim, Seoung-Hee;Lee, Sang-Bong;Kim, Min-Young;Kim, Chul-Soo
    • Journal of Bio-Environment Control
    • /
    • v.19 no.2
    • /
    • pp.63-69
    • /
    • 2010
  • This study was implemented to clarify the effect of a supplementary pole on the increment of safety snow-depth for the single-span plastic greenhouses which had been run as standardized facilities for 10 to 15 years till April, 2007. In the previous work, some of the basic ideas of the use of a temporary pole were discussed, but application was restricted to both 2-D and the cases which took rafter's specifications into no consideration, and there was also much less experimental information available. So, by modeling the house as the 3-D frame structure, the present study attempted to provide a comprehensive review of the pole's effect through structural analyses as well as measurements. Structural analyses abnormally revealed that the pole regardless of its interval had a negative effect on the structural stability. The results was certainly inconsistent with practical experience and hence implied a necessity of reinforcing the roof purlin. Accordingly, with the purlin being sufficiently reinforced, the plastic greenhouse with the pole's interval of 3~4 m had two times safety snow-depth more than that of the plastic greenhouse without the pole. And the safety snow-depth of five types of the single-span plastic greenhouses according to the pole's intervals was presented.

A Study on the Equations for Load Carrying Capacities of Concrete Filled tubular Square Column-to-Beam Connections with Combined Cross Diaphragm and Sleeves (복합십자형 CFT 기둥-보 접합부의 내력식에 관한 연구)

  • Choi, Sung Mo;Jung, Do Sub;Kim, Dae Joong;Kim, Jin Ho
    • Journal of Korean Society of Steel Construction
    • /
    • v.17 no.4 s.77
    • /
    • pp.419-429
    • /
    • 2005
  • The objective of this study is to clarify the structural features of members consisting of a connection, as part of the previous study on the CFT column-to-beam tensile connection with a combined cross diaphragm. This connection has the following merits: it evenly distributes the stress on the beam flange and the diaphragm and reduces the stress concentration by improving the stress transfer route and restraining the abrupt deformation of the diaphragm. Finite element analysis was performed to find out the stress transfer through the sleeve, which is an important member of the connection with a combined cross diaphragm. The length and thickness of the sleeve were used as variables for the analysis. The analysis results showed that the length and thickness of the sleeve did not influence the capacity of the connection and played the role of a medium for the transfer of the stress from the diaphragm to the filled concrete. It was proposed that the appropriate length of the sleeve have the same value as the diameter of the sleeve and that the appropriate ratio of the sleeve diameter to the sleeve thickness be 20. Two equations for the evaluation of the load carrying the capacity of the connection were also proposed through the modification of the evaluation equation suggested in the previous study.

An ASIC Implementation of Digital NTSC/PAL Video Encoder (디지탈 NTSC/PAL 비디오 부호화기의 ASIC 구현)

  • Oh, Seung-Ho;Lee, Moon-Key
    • Journal of the Korean Institute of Telematics and Electronics S
    • /
    • v.35S no.6
    • /
    • pp.109-118
    • /
    • 1998
  • This paper presents an ASIC implementation of video encoder which converts either digital RGB or YCbCr to S-video(Y/C) and composite video signal. The video timing signal of this encoder includes horizontal sync., vertical sync. signal and blanking, and this encoder supports field identification signal which is convenient for video editing. The encoder has been designed in the 4 stages pipeline structure to assure the stable operation of each submodule. The proposed encoder requires only 20K gates ,which is a 40% reduction in hardware compared with [13]. The designed encoder was fabricated in $0.65{\mu}m$ SOG triple metal CMOS technology. Chip size is $3.7478mm {\times} 4.4678mm$ including PAD, gate counts is 19,468 and dissipated power is 0.9W.

  • PDF

Simulation-Based Material Property Analysis of 3D Woven Materials Using Artificial Neural Network (시뮬레이션 기반 3차원 엮임 재료의 물성치 분석 및 인공 신경망 해석)

  • Byungmo Kim;Seung-Hyun Ha
    • Journal of the Computational Structural Engineering Institute of Korea
    • /
    • v.36 no.4
    • /
    • pp.259-264
    • /
    • 2023
  • In this study, we devised a parametric analysis workflow for efficiently analyzing the material properties of 3D woven materials. The parametric model uses wire spacing in the woven materials as a design parameter; we generated 2,500 numerical models with various combinations of these design parameters. Using MATLAB and ANSYS software, we obtained various material properties, such as bulk modulus, thermal conductivity, and fluid permeability of the woven materials, through a parametric batch analysis. We then used this large dataset of material properties to perform a regression analysis to validate the relationship between design variables and material properties, as well as the accuracy of numerical analysis. Furthermore, we constructed an artificial neural network capable of predicting the material properties of 3D woven materials on the basis of the obtained material database. The trained network can accurately estimate the material properties of the woven materials with arbitrary design parameters, without the need for numerical analyses.