• 한국철도학회논문집
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• 제12권6호
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• pp.961-966
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• 2009

고속 철도 건설시, 선로중심 간격 및 시공기면폭의 감소는 건설 비용의 절감을 가져온다. 그러나, 선로중심간격의 축소는 열차 주행 풍압의 증가로 여러 가지 안전성 문제를 야기 할 수 있으므로 기술적 검토와 공기 역학적 연구가 수행되어야 한다. 본 연구에서는 호남고속철도에 적합한 선로 중심 간격을 검토하는데 필요한 차량 주행 안전성을 해석하기 위하여 선로중심 간격 변화로 인한 교행 열차 풍압을 예측하였으며, 차량 전복 안전성에 끼치는 열차 풍압의 영향에 대한 파라메타 연구를 하였다.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제11권4호
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• pp.1866-1888
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• 2017

Efficient energy consumption in WSN is one of the key design issues for improving network stability period. In this paper, we propose a new Heterogeneity-aware Energy-efficient Clustering (HEC) technique which considers two types of heterogeneity - network lifetime and of sensor nodes. Selection of cluster head nodes is done based on the three network lifetime phases: only advanced nodes are allowed to become cluster heads in the initial phase; in the second active phase all nodes are allowed to participate in cluster head selection process with equal probability, and in the last dying out phase, clustering is relaxed by allowing direct transmission. Simulation-based performance analysis of the proposed technique as compared to other relevant techniques shows that HEC achieves longer stable region, improved throughput, and better energy dissipation owing to judicious consumption of additional energy of advanced nodes. On an average, the improvement observed for stability period over LEACH, SEP, FAIR and HEC- with SEP protocols is around 65%, 30%, 15% and 17% respectively. Further, the scalability of proposed technique is tested by varying the field size and number of sensing nodes. The results obtained are found to be quite optimistic. The impact of energy heterogeneity has also been assessed and it is found to improve the stability period though only upto a certain extent.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.1351-1358
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• 2008

This paper presents how the load transfer mechanism of the ground anchor affects on the stability analysis of anchored slope. The finite element analysis and the conventional limit equilibrium analysis on the anchored slope were performed and compared. The limit equilibrium analysis of the anchored slope is quite open used in design practice due to the easiness of the analysis. However, the load transfer mechanism is not considered properly for the analysis. When the failure surface passes through the bonded length of an anchor, the anchor load is disregarded and the factor of safety for the anchored slope is smaller than it should be. In this study, the load transfer distribution was incorporated into the limit equilibrium stability analysis of the anchored slope and the results were compared with the results of finite element analysis.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2001년도 춘계학술대회 논문집
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• pp.254-259
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• 2001

There are advantages in the installation of dual subsea pipelines over two separate single lines. In many case it can reduce the cost for trench, back-filling and installation. However the installation of dual pipelines often requires technical challenges. Dual Pipelines should be placed to be stable to external loading not only during the installation but also in the design life. Dual pipelines in trench can reduce the influence of external forces. To investigate applied forces as slope changes, number of experiments are conducted with PIV (Particle Image Velocimetry) in a circulating water channel. Numerical approaches are also made to compare with experimental results. The velocity fields around dual pipelines in trench are investigated and analysed. Comparison of both results show similar pattern of flow around dual pipelines. it is proved that the trench slope affects the pipeline stability significantly. The results can be applied in the stability design of dual pipelines in trench section. The complex flow patterns can be referenced effectively linked in the understanding of fluid around circular bodies in trench.

• KIEAE Journal
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• 제7권6호
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• pp.99-106
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• 2007

Tower crane is a large construction equipment which is extremely tall for its section when it is erected, with its high slenderness ratio, and it has a heavy load by itself due to large lifting stuff to handle. In line with the construction projects in these days which increasingly tend to become higher, larger and complex, the stuff and height subject to lifting are also getting larger and higher, which has also increased the risk of disastrous accidents. A stable foundation design thus to deal with the increasing self load becomes more important. When a typhoon Maemi swept the nation in 2003, as many as 43 tower cranes fell down or collapsed, causing a severe damage to the people and the properties. Considering such fatal damages, a technical evaluation of the stability to prevent the safety accident with the tower crane must be very crucial. Tower cranes operation in domestic construction sites, in fact, have been simply dependent on personal experience and intuition of the engineers. Particularly when it comes to the foundation design, it mostly depends on manufacturer's recommendation. The study hence was intended to develop the fundamental measures for granting the objective stability, instead of following the individual's experience only. The simulation model recommended in the study is expected to make a good commitment to achieving an effective lifting work as well as preventing the safety accident.

• 국제강구조저널
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• 제18권4호
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• pp.1306-1317
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• 2018

For determining the in-plane buckling resistance of a concrete-filled steel tubular (CFST) arch, the current technical code GB50923-2013 specifies the use of an equivalent beam-column method which ignores the effect of rise-to-span ratio. This may induce a gap between the calculated result and actual stability capacity. In this study, a FE model is used to predict the buckling behavior of CFST truss arches subjected to uniformly distributed loads. The influence of rise-to-span ratio on the capacity of truss arches is investigated, and it is found that the stability capacity reduces as rise-to-span ratio declines. Besides, the calculations of equivalent slenderness ratio for different truss sections are made to consider the effect of shear deformation. Moreover, based on FE results, a new design equation is proposed to predict the in-plane strength of CFST parabolic truss arches under uniformly distributed loads.

• International Journal of Naval Architecture and Ocean Engineering
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• 제13권1호
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• pp.545-553
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• 2021

International Maritime Organization (IMO) have recently discussed the technical problems related to the second-generation intact stability criteria of ships. The second-generation intact stability criteria refer to five modes of vulnerability when the ship sailing in the ocean. In this study, we described a method to verify the criteria of the surf-riding/broaching. In case that Lv1 (Level 1) vulnerability criteria is not satisfied based on the relatively simple calculation using the Froude number (Fn), we presented the calculation procedure for the Lv2 (Level 2) criteria considering the hydrodynamics in waves. The results were reviewed based on the data for given previous ships. In absence of ship-specific data, a similar Lv2 result was confirmed by comparing the result obtained by calculating the added mass with the case where the added mass was 10% of the ship mass. This result will contribute to basic ship design process according to the IMO draft regulation.

• Geomechanics and Engineering
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• 제27권5호
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• pp.481-495
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• 2021

This article assesses and estimates the progressive failure mechanism of complex pit-rest secondary toppling of slopes that are located within the vicinity of the Gas Flare Site of Refinery No. 4 in South Pars Special Zone (SPSZ), southwest Iran. The finite element numerical procedure based on the Shear Strength Reduction (SSR) technique has been employed for the stability analysis. In this regard, several step modelling stages that were conducted to evaluate the slope stability status revealed that the main instability was situated on the left-hand side (western) slope in the Flare Site. The toppling was related to the rock column-overburden system in relation to the overburden pressure on the rock columns which led to the progressive instability of the slope. This load transfer from the overburden has most probably led to the separation of the rock column and to its rotation downstream of the slope in the form of a complex pit-rest secondary toppling. According to the numerical modelling, it was determined that the Strength Reduction Factor (SRF) decreased substantially from 5.68 to less than 0.320 upon progressive failure. The estimated shear and normal stresses in the block columns ranged from 1.74 MPa to 8.46 MPa, and from 1.47 MPa to 16.8 MPa, respectively. In addition, the normal and shear displacements in the block columns ranged from 0.00609 m to 0.173 m and from 0.0109 m to 0.793 m, respectively.

• 한국식품과학회지
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• 제27권2호
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• pp.170-175
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• 1995

이소말토올리고당(IMO)의 물리적 특성과 생리적 특성에 관하여 프락토올리고당(FO) 및 설탕과 비교 연구하기 위하여 열 안정성, pH 안정성, 수윤 보습력 및 점도 등을 조사하였으며 올리고당이 첨가된 사료를 어린 쥐에 경구투여 사육하면서 체중 변화, 분변 함수율 및 사육후의 맹장 무게 등을 관찰하였다. 그리고 사육한 쥐의 배설물로부터 전체 장내 세균 중 Bifidobacterium의 비율을 측정하였다. 점도와 수분보습력에 있어서 두 올리고당은 설탕보다 높았으며 두 올리고당 간에는 큰 차이가 없었다. 열 및 pH 안정성에 있어서는 프락토올리고당은 열 및 pH에 불안정한 반면 이소말토올리고당은 pH3, $120^{\circ}C$에서 안정하였다. 어린 쥐의 사육 실험 결과 체중변화 및 사료 효율은 각 군 간에 유의차를 나타내지 않았고 분변의 수분 함유율은 이소말토올리고당이 가장 높아 변비 개선에 효과가 있음을 시사하였다. 한편 프락토올리고당 투여구의 쥐에서 맹장이 평균 18% 정도 비대해졌다. 분변내 Bifidobacterium의 비율은 IMO 첨가 시료군에서 가장 높아 이소말토올리고당의 Bifidus균 증식효과가 우수한 것으로 나타났다.

• Korean Chemical Engineering Research
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• 제48권5호
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• pp.561-567
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• 2010

Isophrone diisocyanate, poly(tetramethylene glycol)과 dimethylol propionic acid로부터 제조된, polyurethane 부분중합체의 미반응 NCO기를 aminopropyl triethoxysilane으로 capping시켜 silylated waterborne polyurethane을 합성하였다. 연이어 이것을 colloidal silica와 혼합하여 silylated waterborne polyurethane/silica nanocomposite를 제조하였다. 동적빛 산란법에 의해 측정된 nanocomposite 입자의 평균 크기는 silica 함유량과 무관하게 거의 일정한 수치를 나타내었다. 그러나 제조된 nanocomposite의 열적안정성은 순수한 waterborne polyurethane보다 우수하였다.