• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2003년도 추계 학술발표회논문집
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• pp.90-97
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• 2003

The purpose of this study is to understand the dissipation pattern of excess pore pressure after liquefaction which governs the post-liquefaction behavior of liquefied sand deposits. 1-g shaking table tests were carried out on 5 different kinds of sands, all of which had high liquefaction potentials. During the tests excess pore pressure at various depths, and surface settlements were measured. The measured curve of the excess pore pressure dissipation was simulated using the solidification theory, and from the analysis of the velocity of dissipation, the dissipation pattern of excess pore pressure after liquefaction was examined. The dissipation velocity of excess pore pressure after liquefaction had a linear correlation with the effective grain size ( $D_{10}$) divided by the coefficient of uniformity ( $C_{u}$), and the increase in the initial relative density of the ground played a role in shifting this correlation curve toward an increased dissipation velocity. From the correlation, an approximate method was recommended for prediction of the dissipation curve of excess pore pressure after liquefaction in saturated sand deposits.s.s.

• 농약과학회지
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• 제9권4호
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• pp.354-358
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• 2005

본 연구는 시설재배에서 상추품종별 살포농약의 잔류양상을 구명하기위하여 실시하였다. 농약살포직 후의 alpha-cypermethrin과 imidacloprid의 상추 중 잔류량은 품종의 외관에 따라 크게 상이하였다. 살포 후 경과일수별 상추 중 잔류농약의 감소는 작물의 증체에 의한 희석효과보다는 햇빛에 의한 분해 및 관수에 의한 세척효과가 더 큰 것으로 보였다. 엽채소류인 상추는 작물을 group화 함에 있어 품종간의 차이로 고려해야 함이 인정되었다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2016년도 학술발표회
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• pp.375-379
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• 2016

Recently derived energy dissipation equation by Chamani(2008) and the profile function of the free overfall by Marchi(1993) were verified with present experiment data. The experiment was conducted in hydraulic laboratory, Hanyang University where the flume is 7m long and 0.44m wide, and the height of the drop structure is 0.205m. Water depth and free overfall profile data were collected using an ultra sonic distance sensor and photographic images. The time-averaged water depth data and the free overfall profile were analyzed to examine the energy dissipation pattern over the drop structure

• 한국지반공학회논문집
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• 제19권6호
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• pp.363-369
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• 2003

액상화후 과잉간극수압 소산양상을 파악하고 액상화를 겪는 지반의 침하량을 예측하는데 필요한 진동하중이 작용하는 동안의 포화된 모래지반의 투수계수 변화를 추정하기 위하여, 액상화 가능성이 큰 5종류의 모래에 대해 1-g 진동대시험을 수행하였다. 시험과정중에 깊이별 과잉간극수압과 지표면 침하량을 계측하였다. 액상화후 계측된 과잉간극수압 소산곡선을 침강이론으로 선형모사하였고 선형모사된 소산곡선의 기울기를 분석함으로써 소산속도와 입도특성치와의 상관관계를 얻었다. 이러한 상관관계와 계측된 침하량을 침강이론에서 제안한 소산속도식에 대입하여 소산과정중 투수계수를 역산하였고 산정된 소산과정중 투수계수를 이용하여 진동하중이 작용하는 동안의 투수계수 변화를 추정하였다. 액상화후 과잉간극수압의 소산속도는 유효입경을 균등계수로 나눈 값에 선형적 상관관계를 갖는 것으로 나타났으며, 이러한 상관관계를 이용하여 구한 소산과정과 액상화동안의 투수계수는 원지반의 초기투수계수에 비해 각각 1.1∼2.8배, 1.4∼5배 증가하였다 그리고 이러한 증가 정도는 시험모래의 유효입경이 클수록 균등계수가 작을수록 더 커짐을 알 수 있었다.

• Journal of Mechanical Science and Technology
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• 제19권7호
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• pp.1517-1525
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• 2005

Liquid sloshing displays the highly nonlinear free surface fluctuation when either the external excitation is of large amplitude or its frequency approaches natural sloshing frequencies. Naturally, the accurate tracking of time-varying free surface configuration becomes a key task for the reliable prediction of the sloshing time-history response. However, the numerical instability and dissipation may occur in the nonlinear sloshing analysis, particularly in the long-time beating simulation, when two simulation parameters, the relative time-increment parameter a and the fluid mesh pattern, are not elaborately chosen. This paper intends to examine the effects of these two parameters on the potential-based nonlinear finite element method introduced for the large amplitude sloshing flow.

• Steel and Composite Structures
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• 제36권4호
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• pp.447-462
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• 2020

The paper aims to investigate the mechanical mechanism and seismic effect of stiffeners in blind bolt endplate connection to CFST column. A precise 3D finite element model with considering the cyclic properties of concrete and steel materials was established, and the efficiency was validated through monotonic and cyclic test data. The deforming pattern and the seismic performance of the unstiffened and stiffened blind bolt endplate connections were investigated. Then a parametric analysis was conducted to analyze the contribution of stiffeners and the joint working behaviors with endplate under cyclic load. The joint stiffness classifications were compared and a supplement stiffness classification method was proposed, and the energy dissipation ability of different class connections were compared and discussed. Results indicated that the main deformation pattern of unstiffened blind bolt endplate connections was the local bending of end plate. The vertical stiffeners can effectively alleviate the local bending deformation of end plate. And influence of stiffeners in thin endplate and thick endplate was different. Based on the stiffness of external diaphragm welded connection, a more detailed rigidity classification was proposed which included the pin, semi-rigid, quasi-rigid and rigid connection. Beam was the main energy dissipation source for rigid connection. For the semi-rigid and quasi-rigid connection, the extended endplate, stiffeners and steel beam would all participate in the energy dissipation.

• Earthquakes and Structures
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• 제26권6호
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• pp.449-461
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• 2024

The vertical reinforcement connection between the precast reinforced concrete shear wall and the cast-in-place reinforced concrete member is vital to the performance of shear walls under seismic loading. This paper investigated the structural behavior of three precast reinforced concrete shear walls, with different levels of connection (i.e., full connection, partial connection, and no connection), subjected to quasi-static lateral loading. The specimens were subjected to a constant vertical load, resulting in an axial load ratio of 0.4. The crack pattern, failure modes, load-displacement relationships, ductility, and energy dissipation characteristics are presented and discussed. The resultant seismic performances of the three tested specimens were compared in terms of skeleton curve, load-bearing capacity, stiffness, ductility, energy dissipation capacity, and viscous damping. The seismic performance of the partially connected shear wall was found to be comparable to that of the fully connected shear wall, exhibiting 1.7% and 3.5% higher yield and peak load capacities, 9.2% higher deformability, and similar variation in stiffness, energy dissipation capacity and viscous damping at increasing load levels. In comparison, the seismic performance of the non-connected shear wall was inferior, exhibiting 12.8% and 16.4% lower loads at the yield and peak load stages, 3.6% lower deformability, and significantly lower energy dissipation capacity at lower displacement and lower viscous damping.

• 한국환경농학회지
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• 제41권3호
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• pp.153-157
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• 2022

BACKGROUND: The residue dissipation pattern of pesticides for agricultural products during the pre-harvest period after the final application is important to prevent the maximum residue limit (MRL) violations in domestic and export markets. The MRL violations of carbendazim are observed more often in chamnamul by pesticide residue management surveys by the Ministry of Food and Drug Safety. The residue level at the pre-harvest interval (PHI) and the residue dissipation constant from the critical good agricultural practice (cGAP) trials could be estimated to meet the MRL and pose a health risk to consumers. METHODS AND RESULTS: Chamnamuls were harvested at 0, 1, 3, 5, 7, 10, and 14 days after application of carbendazim in accordance with critical GAP. The residue analysis in chamnanul was performed by HPLC-DAD with the C₁₈ column. The limit of quantitation of carbendazim was 0.04 mg/kg, and the recoveries were 74.4 - 95.8% at the two spiked levels (LOQ and 10LOQ) of carbendazim. The dissipation rates in chamnamul were calculated from the residues at the sampling days by statistical method at a 95% confidence level. The biological half-lives of residual carbendazim in the field trials 1 and 2 were 4.9 and 4.4 days, respectively. CONCLUSION(S): In this dissipation study, the residue concentrations at the recommended PHI were higher than the established MRL in Korea. Therefore, the MRL is proposed based on the residue data sets from the trials conducted at the same cGAP and the dietary exposure assessment.

• 상하수도학회지
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• 제28권2호
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• pp.225-233
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• 2014

This paper presents a Computational Fluid Dynamics(CFD) based simulation and experimental tracer test of flow pattern and turbulent energy dissipation inside a serpentine flocculation basin with continuous operation. Research focused on the evaluation of a specific flow pattern on the hydraulic behavior on the flocculation basin. From the results of CFD simulation and actual tracer test, both results were in good accordance with each other. Also, each Morill index were calculated as 1.5 from CFD simulation and 1.7 from actual tracer test, respectively. Especially, turbulence energy was dissipated relatively higher in the vicinity of inlet to the flocculation basin than other region. The differences between the CFD simulation and actual tracer test were 1.4 min in $T_{50}$, and 1.3 min in $T_p$, respectively.

• 비파괴검사학회지
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• 제23권5호
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• pp.409-417
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• 2003

열경화성 수지 복합재료의 제조과정에서 제품의 품질과 생산성 향상에 필수적인 경화 모니터링 기술을 개발하였다 경화도를 분석하기 위해, 동일한 경화조건에서 유전기법에 의한 소산계수 측정결과와 시차 주사 열분석 방법에 의한 발열량 계측 결과를 비교하였으며, 계측 감도의 향상을 위해 센서부분과 계측선의 영향을 적절히 분리하는 방법을 사용하였다. 유리섬유/폴리에스터 복합재료와 유리섬유/에폭시 복합재료에 대하여 경화과정에서의 경화도 분석을 위한 새로운 경화 모니터링 방법으로 소산계수와 온도를 동시에 고려하였다. 이 때, 소산계수의 변화 경향은 수지 점도의 변화 양상과 비교하여 분석하였다 개발된 경화 모니터링 방법은 다양한 종류의 열경화성 복합재료 경화 모니터링에 사용될 수 있다.