• Journal of The Korean Society of Grassland and Forage Science
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• v.12 no.3
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• pp.134-140
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• 1992

사일리지의 사양가치에 가장 크게 영향을 미치는 요인은 사초의 종류에 기인되는 화학조성분이며 사일리지를 적기에 제조하므로 단위면적당 최고의 양분수량을 거둘 수 있다. 유기산의 생성량이 많고 낙산이나 암모니아태질소의 함량이 많으면 사일리지의 품질이 떨어지고 섭취량이 감소되므로 사일리지 품질 증진을 위한 연구방향은 발효를 감소시키고 단백질의 분해를 막는 것이다. 사일리지의 발효에 영향을 미치는 중요한 요인으로는 사초의 화학조성분인 수분, 수용성탄수화물 등과 제조기술에 크게 좌우되는 공기(산소)혼입량이다. 재료의 수분함량은 사일리지 발효품질에 큰 영향을 미치며 수분이 많은 재료는 적당히 예건되면 젖산발효는 덜 제한되는 반면 불필요한 발효가 줄어들고 낙산발효를 억제할 수 있어 품질이 향상되고 기호성이 증진된다. 또한 사초를 알맞은 길이로 절단하므로 답압이 잘되어 공기 배출이 양호해 혐기상태의 유지가 가능하게 되고 사일리지의 취급또한 편리해 진다. 사일리지 첨가제는 재료를 적절히 예건하지 못할 때 필요하고 또한 특별한 조건하에서는 권장되고 있다. 이와같이 사일리지 발효에 도움을 준다는 가능성에도 불구하고 첨가제의 잇점은 양질 사일리지 제조를 위한 제반 처리를 대신할 수 없다. 양건 건초제조에 소요되는 기간은 기후에 크게 영향을 받게 된다. 건초제조 과정 중 포장에서 생기는 건물손실은 외기에 오랫동안 노출되면 잎이나 연한 줄기 부분이 부서지고 카로틴이 파괴된다. 또한 말리는 과정에 비를 맞힐 경우 양분이 용해되어 소화되기 쉬운 영양소와 건물 손실이 증가되며 섬유소함량이 증가되어 소화율과 섭취량이 감소된다. 그러므로 일기 예보에 따라 좋은 날씨가 $3\sim4$일 계속되는 시기를 택하여 적기 수확하고, 줄기의 압쇄(condition), 건조시 풀의 두께를 얇게, 뒤집기, 적절한 수분함량일 때 거둬들이는 조치가 필요하다.

• Journal of the Korean Society of Safety
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• v.21 no.2 s.74
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• pp.150-157
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• 2006

Sick Building Syndrome (SBS) is an illness symptom such as irritation of eyes, skin eruption and vomit ing in newly constructed buildings. It is mainly due to the harmful gases from the materials installed in building such as Volatile Organic Compounds (VOCs), Semivolatile Organic Compounds (SVOCs), floating bacteria, fungi, fungal spores and viruses, human bioeffluents in many modem buildings. The general ways to improve the Indoor Air Quality (IAQ) are ventilating, utilizing eco-material without harmful gases and reducing or removing harmful gases through additional treatment to the building materials. This study aimed to improve the Indoor Air Quality(IAQ) by applying surface coating on the building materials and to make safe living environments through the analysis of air quality before and after surface coating treatment in buildings.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.15 no.4
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• pp.567-578
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• 2002

The main purpose of this study is to investigate the dynamic behaviour of containment building in nuclear power plant excited by aircraft impact loading using a lower order 8-node solid element. The yield and failure surfaces for concrete material model is formulated on the basis of Drucker-Prager yield criteria and are assumed to be varied by taking account of the visco-plastic energy dissipation. The standard 8-node solid element has prone to exhibit the element deficiencies and the so-called B bar method proposed by Hughes is therefore adopted in this study. The implicit Newmark method is adopted to ensure the numerical stability during the analysis. Finally, the effect of different levels of cracking strain and several types of aircraft loading are examined on the dynamic behaviour of containment building and the results are quantitatively summarized as a future benchmark.

• Journal of the Korea Organic Resources Recycling Association
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• v.8 no.4
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• pp.100-110
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• 2000

Studies were conducted to know effects of the bulking agents (saw dusts, mushroom waste, wheat bran coconut meal, rice hulls) adding o moisture control, fermentation methods (aerobic and anaerobic) and periods (1 to 20 days) of food waste fermentation for animal feeds on chemical compositions and in vitro DDM (digestibility of dry matter). Experiment designs were focussed basically to obtain extension service data. The NDF (neutral detergent fiber) composition in the oak and pine saw dust were 93.5% and 95.4% (DM basis) in respectively. Thus, the fermented food waste feeds using saw dust (50%) increased NDF(12%), and decreased in vitro DDM(48%) compared to those of raw materials before aerobic fermentation. The oak saw dust showed higher DDM compared to pine. Mushroom wastes which is a residues of mushroom culture mixed originally willow saw dust (80%) and wheat bran (20%) showed quite higher feed value compared to both saw dusts. It was found that an in vitro DDM and NDF composition in fermented feeds appeared highly dependent or the NDF composition in bulking agents. With an increase wheat bran ratio substitute mushroom waste showed linearly decreased NDF, and increased in vitro DDM in the fermented food waste feeds. The fermented feeds added bottling agents composed higher NDF resulted in higher NDF and lower in vitro DDM with prolonged fermentation time. The feeds from anaerobic fermentation appeared lower NDF and higher in vitro DDM compared to those of aerobic fermentation.

• Korean Journal of Soil Science and Fertilizer
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• v.40 no.5
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• pp.369-376
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• 2007

This experiment was carried out to investigate optimum conditions of coir-based substrates for the red pepper plug seedlings. Eleven different coir based substrates prepared by mixing of coir, vermiculite, rice hull, perlite, zeolite, mixed at different ratios were tested. The physical and chemical properties of the substrates were analyzed by the CEN (European committee for standardization) method. Fresh and dry weights of shoot and root, leaf area, root length, and T/R ratio (dry shoot weight/dry root weight) were determined at 55 days after sowing. The results showed that the growing media CRZ 8(coir:rice hull: vermiculite=8:1.9:0.1) and CVSZ 6(coir:silver vermiculite: zeolite=6:3.9:0.1) can successfully be used for pepper plug seedlings judging from dry weight and T/R ratio of the plug seedlings. The optimal range of total pore space, water volume, air volume, easily available water content and water buffering capacity of the coir-based growing substrates for pepper plug seedlings were in the range of 92~94%, 52~60%, 32~43%, 18~21%, and 0.9~8%, respectively.

• Journal of the Earthquake Engineering Society of Korea
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• v.9 no.3 s.43
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• pp.1-8
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• 2005

This paper describes a new objective methodology of seismic building damage assessment which is called Advanced Component Method(ACM). ACM is a major attempt to replace the conventional loss estimation procedure, which is based on subjective measures and the opinions of experts, with one that objectively measures both earthquake intensity and the response ol buildings. First, response of typical buildings is obtained analytically by nonlinear seismic static analysis, push-over analyses. The spectral displacement Is used as a measure of earthquake intensity in order to use Capacity Spectrum Method and the damage functions for each building component, both structural and non-structural, are developed as a function of component deformation. Examples of components Include columns, beams, floors, partitions, glazing, etc. A repair/replacement cost model is developed that maps the physical damage to monetary damage for each component. Finally, building response, component damage functions, and cost model were combined probabilistically, using Wonte Carlo simulation techniques, to develop the final damage functions for each building type. Uncertainties in building response resulting from variability in material properties and load assumptions were incorporated in the Latin Hypercube sampling technique. The paper also presents and compares ACM and conventional building loss estimation based on historical damage data and reported loss data.

• Magazine of the Korea Concrete Institute
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• v.14 no.2
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• pp.17-23
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• 2002

화재로 인한 건물의 화해 정도는 건축구조불의 안전성에 크게 영향을 미치게 된다. 특히, 철근 콘크리트 구조물이 화재로 인하여 고열을 받게되면, 그 구조적인 내력이 저하되므로, 이에 대한 안전성 검토는 매우 중요하다. 콘크리트의 고온성상은 시멘트의 종류, 골재의 석질. 배합, 함수율, 재령에 따라 달라진다. 또한, 화해를 입은 콘크리트조 건물은 수열조건에 따라 매우 복잡한 양상을 띄게된다. 일반적으로 화재 건물의 콘크리트 부재에서 나타나는 화해는 각 부재의 폭열 또는 콘크리트의 박리에 의한 주근의 노출 등 직접적인 손상과 보의 변형 기둥의 좌굴, 열팽창에 의한 전단균열 등의 2차 적인 피해가 있다. 그 화해 정도는 지진피해의 파괴현상과 유사한 경우도 있다. 이와 같이 콘크리트 부재의 화재 정도를 검토하기 위해서는 콘크리트의 고온성상 파악이 중요하다.(중략)

• Proceedings of the Korean Society For Composite Materials Conference
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• 2005.04a
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• pp.184-186
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• 2005

모든 건설재료에서 치수의 한계가 있다. 현수선교나 사장교인 경우 강재를 사용하면 최대지간 거리 $5000m{\sim}7000m$ 가 가능하나, 유리섬유 복합재료를 시용하면 이의 2 배, 탄소섬유 복합재료를 사용하면 이의 3 배가 가능하다. 지간 거리가 20,000m 가 되면 가장 중요한 하중은 바람하중이다. 복합재료의 여러 장점 때문에 거대한 규모의 건물, 교량등 구조물이 건설될 때 구조 기술자는 풍(바람)하중을 구하고 다룰 수 있어야 한다. 이 논문에서는 구조 기술자가 풍 하중을 구할 수 있게 기초 이론과 기본기술을 제공하고 있다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.25 no.5
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• pp.381-388
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• 2012

In this study, a seismic risk analysis performed for an applicability assessment of steel fiber in containment structures. Steel fiber can increase tensile properties of concrete structures moreover compressive and shear capacity. But many of researches about steel fiber reinforced concrete structures are now only focused in axial load condition. Also it is very difficult to find an effort for application to containment structures in NPP. Therefore, in this study, seismic fragility assessment for a steel fiber reinforced concrete containment structure. As a result, a seismic fragility capacity improved according to increase of shear and ductile capacity of concrete. In the case of 1.0% of steel fiber volume fraction, seismic capacity increases as 10%. But very limited previous experimental results were used in this study, so various element tests were needed for more accurate investigation.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.20 no.4
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• pp.453-462
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• 2007

The purpose of this study is to predict the ratios of increase in lateral stiffness for preliminary structural design of tall buildings. For this, the basic models of tall buildings with 60 stories are generated. The basic models have typical floor plan of Box or T type. And the factors for increase in lateral stiffness are selected as follows; the addition of outriggers, increase in material strength, and increase in member size of core walls, outrigger columns, and outrigger walls. Then these factors are applied to the basic models and their effects are investigated using the results of structural analysis. Finally, based on the investigation, the ratios of increase in lateral stiffness for preliminary structural design of tall buildings are proposed and applied to examples of tall building for verification of the ratios.