• 한국자동차공학회논문집
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• 제7권8호
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• pp.180-189
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• 1999

This paper describes the collapse characteristics of the rectangular tube under eccentric compressive load. Local buckling stress and maximum crippling load are investigated. A thin-walled tube under load is controlled by local buckling or yielding of material according to the ratio of thickness to width (t/b) of the cross section, and subsequent collapse of the section. The relationship can be divided into three regions : elastic , post-buckling and crippling . the load-displacement relationship is theoretically presented in each region by introducing the stress distribution of the cross section in the loading process. And the maximum load carrying capacity is derived in the closed form as a function of normal stress on the flange and web.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2001년도 하계학술대회 논문집 A
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• pp.168-170
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• 2001

This paper presents the strategy of reactive power compensation which directly improves voltage stability. Voltage stability index that serves as an indirect assessment of voltage stability margin is derived from M.G.C.F. (Modified Generalized Curve Fit) algorithm incorporating load model. Weak buses are ranked by this stability index, and amounts of reactive power compensation are determined by function of reactive power and stability index. Using the proposed strategy, all load buses can be prevented from voltage collapse gradually. A simple illustrative example is given as well as simulation results obtained on 5 bus test system and 19 bus real power system.

• Architectural research
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• 제3권1호
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• pp.53-60
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• 2001

The proposed building upgrading technique employs prestressing cables to function as bracing to improve the seismic performance during future events. A four-story reinforced concrete moment resisting frame damaged from an ultimate limit state earthquake is assessed and upgraded using the proposed technique. Both existing and upgraded buildings are evaluated in regard of seismic performance parameters performing static lateral load to collapse analysis and dynamic nonlinear time history analysis as well. To obtain realistic comparison of seismic performance between existing and upgraded frames, each frame is subjected to its critical ground motion that has strength demand exceeding the building strength supply. Furthermore, reliability of static lateral load to collapse analysis as a substitute to time history analysis is evaluated. The results reveal that the proposed upgrading technique improves the stiffness distribution compared to the ideal distribution that gives equal inter-story drift. As a result, the upgraded building retains more stories that contribute to energy dissipation. The overall behavior of upgraded building beyond yield is also enhanced due to the gradual change of building stiffness as the lateral load increases.

• Computers and Concrete
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• 제29권 5호
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• pp.279-283
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• 2022

The seismic analytic collapse fragility of soil nail wall structures with a shotcrete concrete covering is investigated in this paper. The finite element modeling process has been well described. The fragility function evaluates the link between ground motion intensities and the likelihood of reaching a specific level of damage. The soil nail wall has been subjected to incremental dynamic analysis (IDA) from medium to strong ground vibrations. The nonlinear dynamic analysis of the soil nail wall uses a set of 20 earthquake ground motions with varying PGAs. PGD is utilized as an intensity measure, the numerical findings demonstrate that the soil nailing wall reaction is particularly sensitive to earthquake intensity measure (IM).

• 대한전기학회:학술대회논문집
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• 대한전기학회 1996년도 추계학술대회 논문집 학회본부
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• pp.77-79
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• 1996

This paper presents an integrated stability analysis by the direct energy function method based on Equivalent Mechanical Model(EMM) which reflects the system behavior related to both angle and voltage stabilities. Actually, angle and voltage stability are intimately related in power system, so complete decoupling of these stability analysis is not possible in general, particularly in stressed power systems. In this paper, it is shown that a identical energy function can be used for angle and voltage stability analysis. The proposed energy function reflects the line resistances and reactive powers under the constraints of the same R/X ratio. The energy margin between UEP and SEP presents a good collapse proximity index in both types of stability analysis.

• Korea-Australia Rheology Journal
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• 제13권4호
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• pp.197-203
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• 2001

We reported on the eletrorheological (ER) properties of several semiconducting polymers including poly (p-phenylene) (PPP), poly (acene quinone) radicals (PAQRs), microencapsulated polyaniline (MPANI) and polyaniline (PANI) those we synthesized. The yield stress dependence on electric field strength for the ER fluids using these semiconducting polymers was mainly examined. The yield stress, which is an important design parameter for ER fluids, was observed to satisfy a universal scaling function, allowing that yield stress data for all the ER fluids examined in this study collapse onto a single curve for a broad range of electric field strengths. The proposed scaling function incorporates both the polarization and conductivity models.

• 대한조선학회지
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• 제24권4호
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• pp.45-52
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• 1987

In this paper, merits and demerits of Nelder and Mead Penalty Function Method(SUMTNM) and Flexible Tolerance Method(FTM) are investigated from the standpoint of generality, accuracy and efficiency. SUMTNM is combined with Nelder and Method and SUMT, but FTM improves the values of the objective function by using information provided by feasible points as well as certain nonfeasible points termed near-feasible points. Therefore, FTM uses more information than SUMTNM for minimizing object function. The structural analysis of a vertically corrugated bulkhead is performed by collapse mechanism and plate buckling analysis. Based on the results of this analysis, minimum structural weight design of a corrugated bulkhead by use of above two optimization techniques is carried out by investigating the effects of sizes of bulkhead on the structural weight.

• 한국전산구조공학회논문집
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• 제22권2호
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• pp.181-187
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• 2009

내진 설계기준이 도입된 이후, 신설교량에 대한 내진 설계의 시행은 물론 기존교량의 내진 성능 검토에 의한 내진 성능 확보가 요구되고 있다. 기존교량의 내진 성능 확보 또한 내진 설계의 기본개념에 따라 붕괴방지수준을 만족하여야 하며, 확보방안으로는 교량의 중요도와 형식에 따라 보강규모가 다른 여러 가지 방안이 제시되어야 한다. 현재 일반교량의 경우 받침의 교체, 교각의 보강 및 전단키 설치 등의 보강방안이 내진 성능 향상 및 확보 방안으로 가장 많이 연구, 적용되고 있는 상황이다. 이 연구에서는 내진 설계가 수행되지 않은 일반적인 기존 교량은 해석대상교량으로 선정하고, 붕괴방지 수준을 만족하기 위해 연성파괴메카니즘을 확보하도록 기존교량의 설계변경을 수행하고 내진 성능을 검토하였다. 기존교량의 경우, 하부구조 교각기둥의 설계단면 결정 및 상/하부구조 연결부 받침의 기능변경 등 교량시스템의 재 설계에 의해 내진 성능을 확보할 수 있다는 것을 제시하였다.

• 구강회복응용과학지
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• 제31권3호
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• pp.262-272
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• 2015

구치부 교합지지 상실과 비정상적 악간 관계는 교합 부조화로 이어지며 다양한 병적 징후를 동반한다. 저작, 심미 및 발음 기능을 회복하기 위해 교합고경과 교합평면 재설정에 따른 완전구강회복이 필요하게 된다. 본 증례는 75세의 여성으로 교합지지 상실과 불균일한 교합평면 및 II 급 부정교합을 가지고 있었다. 안모를 관찰하고 악간관계를 평가한 결과 상하악의 최대교두간접촉위가 상실되면서 수직교합고경이 감소된 것으로 진단되었다. 상악 국소의치와 하악 고정성보철물로 상실된 교합수직고경을 회복하고 조화로운 교합평면을 형성하였다. 수직고경 거상량은 7.5 mm로 하였고, 임시보철물을 이용하여 8 주간 경과 관찰 후 최종 보철물을 제작하였으며 저작효율과 심미성은 개선되었다.

• Journal of Magnetics
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• 제19권1호
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• pp.1-4
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• 2014

We report the correlation between the magnetic properties and lattice parameter of $Fe_xCo_{100-x}$ alloys as a function of constituent concentration. The saturation magnetization increases with Fe content and has a maximum value at approximately x=70 at.%. However, collapse in relative saturation magnetization is observed at approximately 30 at.% to 70 at.% of Fe in $Fe_xCo_{100-x}$ alloys. The collapse is due to the formation of Co-Co and Fe-Fe antibonding states instead of Fe-Co bonds. The lattice parameter also shrinks at approximately 30 at.% to 70 at.% of Fe. This shrinkage is due to an increase in the number of nearest neighbor antisite atoms, which then leads to a decrease in the long range order parameter.