• Title/Summary/Keyword: 한국 강보

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Analysis of Cold-Formed Steel Beams Considering Local Buckling and Lateral Buckling (국부좌굴과 횡좌굴을 고려한 냉간성형 ㄷ 형강보의 해석)

  • Jeon, Jae-Man;Lee, Jae-Hong
    • Journal of Korean Association for Spatial Structures
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    • v.6 no.3 s.21
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    • pp.77-86
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    • 2006
  • The stress analysis of cold-formed channel section steel beams under transverse load is presented. The local buckling as well as the lateral buckling effects are included in the analysis. The analytical model is developed based on the thin-walled beam theory, and a one-dimensional finite element model is formulated to solve the analytical model. Numerical results are compared with AISI code. It shows that the proposed model is appropriate for predicting of stress as well as deflection of the cold-formed channel section beam.

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9월 주택 시장 동향 및 가격 변동

  • Chae, Hun-Sik
    • 주택과사람들
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    • s.197
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    • pp.46-47
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    • 2006
  • 지난 9월은 판교 청약 열기와 함께 주택을 구입하려는 매매ㆍ전세 수요가 몰려 집값이 강세를 보였다. 택지지구에 분양하는 아파트의 고분양가 논란 등으로 주변의 집값도 함께 오를 것으로 보여 당분간 주택 가격은 강보합세를 유지할 것으로 예상된다.

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Behavior of Concrete-Filled Square Steel Tubular Column-H Beam Connections with Exterior Diaphragm (외부다이아프램으로 보강한 콘크리트충전 각형강관 기둥-H형강보 접합부의 거동)

  • Yoo, Yeong Chan;Lee, Seung Joon;Moon, Tae Sup
    • Journal of Korean Society of Steel Construction
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    • v.9 no.2 s.31
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    • pp.205-220
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    • 1997
  • The objective of this study is to investigate the structural behavior of concrete-filled steel tubular column-H beam connections with exterior stiffeners. As a preliminary test, simple tensile test on the column to H-beam flange connections stiffened were conducted The paramaters of tensile test are the thickness(T=9, 12, 15m) and the width(W=50, 75, 100, 150mm) of exterior stiffeners. The simple tensile test were conducted to 7 kinds of specimens. Estimating the load, displacement, and strain from each kind, results of simple tensile test were compared with results of second test. On the basis of simple tensile test, test on the column to H-km connections stiffened with the sames under monotonic and cyclic load were conducted. Specimens of 5 for the second experiment were made. In analysis, comparing each strengthes and stiffnesses we estimated deformation capacity. Comparing and estimating each yielding strength ratios and maxium-strength ratios on the basis of yield line theory, new strength formula of beam-to-column connections was suggested.

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Behavior of Concrete-Filled Square Steel Tubular Column-H Beam Connections with Reinforced bars (철근으로 보강한 콘크리트충전 각형강관 기둥-H형강보 접합부의 거동)

  • Yoo, Yeong Chan;Shin, Kyung Jae;Oh, Young Suk;Lee, Seung Joon;Moon, Tae Sup
    • Journal of Korean Society of Steel Construction
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    • v.9 no.3 s.32
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    • pp.377-390
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    • 1997
  • The objective of this study is to investigate the structural behavior of concrete-filled steel tubular column to H-beam connections with reinforced bar. As a preliminary test, simple tensile test on the column to H-beam connections stiffened were conducted. The parameters of tensile test are the diameters of each rebars. The simple tensile test were conducted to 5 kinds of specimens. Estimating the load. displacement and strain for specimens, the result of tensile test were compared with the results of main test. On the basis of simple tensile test, tests are conducted to montonic and cyclic loading column to H-beam connections with the same diameters of rebars. Specimens of 5 are made for monotonic and cyclic loading test. In analysis, estimating the yielding strength and maximum strength of specimens on the basis of yield line theory, strength formula of beam-to column connections with concrete-filled steel tubular column was suggested.

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Role of Awns and Leaves during Grain Filling Period in Barley (보리의 등숙기에 있어서 엽신과 망의 역할)

  • 류용환;이창덕
    • KOREAN JOURNAL OF CROP SCIENCE
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    • v.39 no.3
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    • pp.216-222
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    • 1994
  • Experiments were conducted in the research field of the former Wheat and Barley Research with three barley cultivars, Olbori, kangbori and Suwon 18, which show different growth characteristics. Relationships between the degree of grain filling and the functions of photosynthetic organs in grain growth post-anthesis were investigated by removal treatment of awns and leaves, Stems and leaf sheath contributed to final grain weight invariably with cultivars by 79.2∼81.4%. while the contribution rate of awns and leaf blades varied by different cultivars, Awns contributed by 11.6∼13.8% in 'Olbori' and 'Kangbori', and 5.4% in 'Suwon 18', Contribution of leaf blades was 15.4% for 'Suwon 18', and 4.8∼8.1% for other cultivars, Of leaf blades upper ones showed a higher contribution rate, Early-maturing cultivars which maintain leaf greenness to the late phase of grain growth or awned cultivars were considered advantageous in grain filling.

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Behavior of Concrete-Filled Square Steel Tubular Column-H Beam Connections with Plates (강판보강 콘크리트충전 각형강관 기둥-H형강보 접합부의 거동)

  • Yoo, Yeong Chan;Shin, Kyung Jae;Oh, Young Suk;Moon, Tae Sup
    • Journal of Korean Society of Steel Construction
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    • v.10 no.2 s.35
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    • pp.161-175
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    • 1998
  • The objective of this study is to investigate the structural behavior of Concrete-Filled Steel Tubular Column-H Beam connections with plate stiffeners. The first, we made experiment on the Column to H-beam flange connections stiffened with simple tensile loading. The paramaters of tensile experiment are the area of each plates. The simple tensile experiment is conducted to 5 kinds of specimens. Eestimating the load, displacement, and strain from each kind, we compared them with results of second experiment. The second, we made experiment on the Column to H-beam connections stiffened with the sames under monotonic and cyclic load. we made specimens of 5 for the second experiment. In analysis, comparing each strengthes and stiffnesses we estimated deformation capacity. Comparing and estimating each yielding strength ratios and maxium-strength ratios on the basis of Yield line theory, we suggested new Strength Formula of Beam-to-Column Connections.

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Effect of Microwave Treatment on the Antioxidant Activity of Rice Processed By-products (Microwave처리에 의한 쌀 가공 부산물의 항산화능의 변화)

  • 배성문;김정한;조철우;정태춘;하정욱;이승철
    • Journal of the Korean Society of Food Science and Nutrition
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    • v.30 no.6
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    • pp.1026-1032
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    • 2001
  • Microwave treatment was studied to investigate the antioxidant ability of rice hull and rice bran. The color changes were related to the intensity of microwave and to the treated time on rice bran. However, the electron donating abilities of rice hull and rice bran extract were not much affected by microwave intensity. Rice hull extract treated with a 100 W microwave showed 80% inhibition of lipid peroxidation when fish oil was treated with $H_2O$$_2$. Also inhibition activity against lipid peroxidation in rice hull is more stable than that of rice bran when treated with microwave. Overall, rice hull extract showed better antioxidant activity than rice bran. It seems that rice hull contains higher antioxidant components as well as the browning reaction products having anti-oxidant activity during microwave treatment.

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