• 한국조경학회지
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• 제40권6호
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• pp.70-78
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• 2012

경주 동궁과 월지의 생태적 수용력 연구를 위해 유적지내에서 관찰되어지는 7가지 이용행태에 따른 이용구간별 녹지 평균손상도를 산정하였다. 이를 위해 탐방객 이용행태의 이용인수 및 이용시간을 조사하고 손상도를 산정하였다. 각 이용행태별 손상도를 통하여 4가지 조사구의 적정수용력, 표준수용력과 한계수용력을 명확하게 파악할 수 있다. 각 조사구의 이용행태별 이용인수 및 이용시간에 따른 손상도를 산정한 결과, '걷다'의 경우 평균 2.15로 가장 높았고, '눕다'의 경우 0.05로 가장 낮은 것으로 나타났다. 그리고 각 조사구의 손상도는 조사구 4가 1.31로 가장 높았고, 조사구 3이 0.97, 조사구 1이 0.91, 조사구 2가 0.70의 순으로 나타났다. 각 조사구의 손상면적을 산정 후에 생태적 수용력을 추정한 결과, 조사구1, 2, 3, 4의 적정수용력은 각각 40인, 249인, 107인, 37인, 한계수용력은 각각 116인, 713인, 306인, 107인, 표준수용력은 각각 75인, 463인, 198인, 69인으로 추정된다. 경주 동궁과 월지의 바람직한 관리를 위한 최대의 생태적 수용력은 한계수용력 이하로 하는 것이 적합하다.

• Geomechanics and Engineering
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• 제6권1호
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• pp.33-45
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• 2014

Use of geotextile as reinforcement material to improve the weak soil is a popular method these days. Tensile strength of geotextile and the soil-geotextile interaction are the major factors which influence the improvement of the soil. Change in fine content within the sand can change the interface behavior between soil and geotextile. In the present paper, the bearing capacity of unreinforced and geotextile-reinforced sand with different percentages of fines has been studied. A series of model tests have been carried out and the load settlement curves are obtained. The ultimate load carrying capacity of unreinforced and reinforced sand with different percentages of fines is compared. The interface behavior of sand and geotextile with various percentages of fines is also studied. It is observed that sand having around 5% of fine is suitable or permissible for bearing capacity improvement due to the application of geosynthetic reinforcement. The effectiveness of the reinforcement in load carrying capacity improvement decreases due to the addition of excessive amount of fines.

• Tribology and Lubricants
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• 제31권4호
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• pp.141-147
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• 2015

Gas foil thrust bearings (GFTBs) have attractive advantages over rolling element bearings and oil film thrust bearings, such as oil-free operation, high speed stability, and high-temperature operation. However, GFTBs have lower load carrying capacity than the other two types of bearings owing to the inherent low gas viscosity. The load carrying capacity of GFTBs depends mainly on the compliance of the foil structure and the formed hydrodynamic wedge, where the gas pressure field is generated between the top foil and the thrust runner. The load carrying capacity of the GFTBs is very important for the suitable design of oil-free turbomachinery with high performance. The aim of the present study is to identify the characteristics of the load carrying performance of GFTBs. A new test rig for the experimental measurements is designed to provide static loads up to 800 N using a pneumatic cylinder. The maximum operating speed of the driving motor is 30,000 rpm. A series of experimental tests—lift-off test, static load performance test, and maximum load capacity test—estimate the performance of a six-pad GFTB, in terms of the static load, driving torque, and temperature. The maximum load capacity is determined by increasing the static load until the driving torque rises suddenly with a sharp peak. The test results show that the torque and temperature increase linearly with the static load. The estimated maximum load capacity per unit area is approximately 80.5 kPa at a rotor speed of 25,000 rpm. The test results can be used as a design guideline for GFTBs for realizing oil-free turbomachinery.

• 한국재료학회지
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• 제18권11호
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• pp.610-616
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• 2008

Oil-based nanofluids were prepared by dispersing Ag, graphite and carbon black nanoparticles in lubricating oil. Agglomerated nanoparticles were dispersed evenly with a high-speed bead mill and/or ultrasonic homogenizer, and the surfaces of the nanoparticles were modified simultaneously with several dispersants. Their tribological behaviors were evaluated with a pin-on-disk, disk-on-disk and four-ball EP and wear tester. It is obvious that the optimal combination of nanoparticles, surfactants and surface modification process is very important for the dispersity of nanofluids, and it eventually affects the tribological properties as a controlling factor. Results indicate that a relatively larger size and higher concentration of nanoparticles lead to better load-carrying capacity. In contrast, the use of a smaller size and lower concentration of particles is recommended for reducing the friction coefficient of lubricating oil. Moreover, nanofluids with mixed nanoparticles of Ag and graphite are more suitable for the improvement of load-carrying capacity and antiwear properties.

• 한국유기농업학회지
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• 제17권3호
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• pp.347-356
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• 2009

본 실험은 중부 지방에서 유기질 비료를 시용하여 두과 사료작물 초종의 생산성, 사료가치 및 가축사육능력을 조사하였고 그 결과를 요약하면 다음과 같다. 두과 사료작물의 생초 수량과 건물수량은 초종 간 차이가 인정되었으며 공시 초종 중에서 red clover가 생초수량 38.6 ton/ha, 건물수량 7.8 ton/ha, CP수량 1.0 ton/ha, TDN수량 4.6 ton/ha로 다른 초종보다 유의하게 많았다(p<0.05). NDF와 ADF는 수확시기가 늦을수록 높은 경향을 나타내서 galega와 cicer milkvetch가 가장 높았고 yellow suckling clover가 가장 낮았다. 상대사료가치(RFV)는 galega와 cicer milkvetch를 제외한 나머지 품종이 100 이상의 값을 나타내어 우수하였으며 특히, yellow suckling clover, yellow blossom sweet clover, crimson clover, hairy vetch 등은 151 이상으로 1등급에 속하였다. 가축사육능력은 초종 평균으로 Kcp(2.18 head/ha/yr) > KTDN(1.25 head/ha/yr) > K(0.04 head/ha/yr) 순으로 높았고, 초종별로는 red clover가 K 0.05 head/ha/yr, Kcp 6.84 head/ha/yr, KTDN 3.64 head/ha/yr로 공시작물 중 가장 높은 가축사육능력을 나타내었다. 이상의 결과로 볼 때 두과 사료작물 중에서 red clover가 생산성, 사료가치 및 가축사육능력이 가장 우수하여 중부지방에서 두과 사료작물 생산에 있어서 적절한 초종으로 판단되었다.

• 한국윤활학회:학술대회논문집
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• 한국윤활학회 2000년도 제32회 추계학술대회 정기총회
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• pp.372-377
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• 2000

Recently, fluid bearing have been studied to apply to spindle motors for hard disk drive, printer and others. Since fluid bearing have excellent stiffness and good load carrying capacity, the bearing proved to be suitable for those devices related to computer industry. In this paper, the friction and wear characteristics of the bearing were studied. The bearing appears good performance at a high temperature and high wear resistance.

• 한국안전학회지
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• 제26권2호
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• pp.62-69
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• 2011

This paper presents a new simple two-dimensional frame finite element able to accurately estimate the load-carrying capacity of reinforced concrete beams flexurally strengthened externally bonded fiber reinforced polymer (FRP) strips and plates. The proposed analysis model considers distributed plasticity with layer-discretization of the cross-sections and the bond-slip behavior of epoxy layer. The proposed model is used to predict the load-carrying capacity and the applied load-midspan deflection response of RC beams subjected to bending loading. Numerical simulations and experimental measurements are compared based on numerous tests available in the literature and published by different authors. The numerically simulated response agree remarkably well with the corresponding experimental results. Thus, the proposed model is suitable for efficient and accurate modeling and analysis of flexural strengthening of RC beams with externally bonded FRP sheets/plates and for practical use in design-oriented parametric studies.

• 한국농공학회지
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• 제44권3호
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• pp.92-100
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• 2002

The advent or high-strength steel has enabled the arch structures to be relatively light, durable and long-spanned by reducing the cross sectional area. On the other hand, the possibility of collapse may be increased due to the slender members which may cause the stability problems. The limit analysis to estimate the ultimate load is based on the concept of collapse mechanism that forms the plastic zone through the full transverse sections. So, it is not appropriate to apply it directly to the instability analysis of arch structures that are composed with compressive members. The objective of this study is to evaluate the ultimate load carrying capacity of the parabolic arch by using the elasto-plastic finite element model. As the rise to span ratio (h/L) varies from 0.0 to 0.5 with the increment of 0.05, the ultimate load has been calculated fur arch structures subjected to uniformly distributed vertical loads. Also, the disco-elasto-plastic analysis has been carried out to find the duration time until the behavior of arch begins to show the stable state when the estimated ultimate load is applied. It may be noted that the maximum ultimate lead of the parabolic arch occurs at h/L=0.2, and the appropriate ratio can be recommended between 0.2 and 0.3. Moreover, it is shown that the circular arch may be more suitable when the h/L ratio is less than 0.2, however, the parabolic arch can be suggested when the h/L ratio is greater than 0.3. The ultimate load carrying capacity of parabolic arch can be estimated by the well-known formula of kEI/L$^3$where the values of k have been reported in this study. In addition, there is no general tendency to obtain the duration time of arch structures subjected to the ultimate load in order to reach the steady state. Merely, it is observed that the duration time is the shortest when the h/L ratio is 0.1, and the longest when the h/L ratio is 0.2.

• 해양환경안전학회지
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• 제18권3호
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• pp.185-191
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• 2012

대부분의 국내 어장들은 반폐쇄성 내만에 집중되어 있으며, 장기 양식과 높은 입식밀도에 의한 연안오염에 매우 취약한 위치를 점하고 있기 때문에, 지속적인 양식을 위하여 어장관리가 매우 중요한 실정이다. 이를 위한 방안으로 적지선정과 생태학적 환경수용력을 함께 고려한 최적 입식밀도 산정이 될 수 있다. 거제한산만 굴양식장의 입식밀도 산정을 위하여 0.0이 비적지, 1.0이 적지임을 나타내는 서식적합도(Habitat suitability index)와 생태지표인 여과압 지표(Filtration pressure indicator)가 이용되었다. 거제만의 서식적합도는 0.75로서 한산만 0.53보다 높았으며, 이는 거제만이 굴양식에 좀 더 적합함을 의미한다. 생태지표는 연안특성에 따라 다른 입식밀도를 나타내었으며, 결과적으로 거제만의 굴양식장에 대하여 현 입식밀도와 비교하여 평균 40%, 한산만은 평균 60% 저감 입식하여야 생태학적 환경수용력을 만족하는 것으로 나타났다. 입식밀도의 산정은 현재 국내 양식업이 직면한 연안오염, 환경악화, 생산성 감소에 대한 해결책을 제공할 수 있으며, 이 연구는 어장관리 정책 설립에 대한 과학적 근거로 활용될 수 있을 것이다.

• Steel and Composite Structures
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• 제17권4호
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• pp.497-516
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• 2014

The ultimate carrying capacity of axially loaded welded square box section members made of medium and high strength steels (nominal yield stresses varying from 345 MPa to 460 MPa), with large width-to-thickness ratios ranging from 35 to 70, is analyzed by finite element method (FEM). At the same time, the numerical results are compared with the predicted results using Direct Strength Method (DSM), modified DSM and Effective Yield Strength Method (EYSM). It shows that curve a, rather than curve b recommended in Code for design of steel structures GB50017-2003, should be used to check the local-overall interaction buckling strength of welded square section columns fabricated from medium and high strength steels when using DSM, modified DSM and EYSM. Despite all this, EYSM is conservative. Compared to EYSM and modified DSM, DSM provides a better prediction of the ultimate capacities of welded square box compression members with large width-thickness ratios over a wide range of width-thickness ratios, slenderness ratios and steel grades. However, for high strength steels (nominal yield strength greater than 460 MPa), the numerical and existent experimental results indicate that DSM overestimates the load-carrying capacities of the columns with width-thickness ratio smaller than 45 and slenderness ratio less than 80. Further, for the purpose of making it suitable for a wider scope, DSM has been modified (called proposed modified DSM). The proposed modified DSM is in excellent agreement with the numerical and existing experimental results.