• Wind and Structures
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• 제22권6호
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• pp.617-633
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• 2016

In this paper, the analysis of hyperbolic cooling tower on elastic subsoil exposed to unsymmetrical wind loading is presented. Modified Vlasov foundation model is used to determine the soil parameters as a function of vertical deformation profile within subsoil. The iterative parameter updating procedure involves the use of Open Application Programming Interface (OAPI) feature of SAP2000 to provide two way data flow during execution. A computing tool coded in MATLAB employing OAPI is used to perform the analysis of hyperbolic cooling tower with supporting columns over a hollow annular raft founded on elastic subsoil. The analysis of such complex soil-structure system is investigated under self-weight and unsymmetrical wind load. The response of the cooling tower on elastic subsoil is compared with that of a tower that its supporting raft foundation is treated as fixed at the base. The results show that the effect of subsoil on the behavior of cooling tower is considerable at the top and bottom of the wall as well as supporting columns and raft foundation. The application of a full-size cooling tower has demonstrated that the procedure is simple, fast and can easily be implemented in practice.

• Coupled systems mechanics
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• 제12권3호
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• pp.277-295
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• 2023

Unsymmetrical high-rise buildings (HRBs) subjected to earthquake represent a difficult challenge to structural engineering, especially taking into consideration the effect of soil-structure interaction (SSI). L-shape in plan HRBs suffer from big straining actions when are subjected to an earthquake (in x- or y-direction, or both x- and y- directions). Additionally, the disastrous effect of seismic pounding may appear between two adjacent unsymmetrical HRBs. For two unsymmetrical L-shape in plan HRBs subjected to earthquake in three different direction cases (x, y, or both), including the SSI effect, different methods are investigated to mitigate the seismic pounding and thus protect these types of structures under the earthquake effect. The most effective technique to mitigate the seismic pounding and help in seismically protecting these adjacent HRBs is found herein to be the use of a combination of pounding tuned mass dampers (PTMDs) all over the height (at the connection points) together with tuned mass dampers (TMDs) on the top of both buildings.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2010년도 춘계학술대회 논문집
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• pp.8-8
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• 2010

In this paper, the limiting characteristics of the fault current in a power system with a superconducting fault current limiter(SFCL) applied into neutral line of main transformer in a distribution power line were analyzed. The SFCL applied into the neutral line of main transformer power system can limit the unsymmetrical fault current from the single-line ground fault or the double-line ground fault. In addition, it could be decreased a number of SFCL and a load. This method could be expected to reduction of a power loss in the neutral line, because of a neutral line current is zero in ordinary times.

• Macromolecular Research
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• 제14권3호
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• pp.306-311
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• 2006

New unsymmetrical ($\alpha$-Diimine)nickel(II) catalysts having different pendent groups at the ortho positions on aromatic rings were synthesized and subjected to propylene polymerizations with MAO (methylaluminoxane). Structural analyses of the resulting polypropylenes by $^1H\;and\;^{13}C\;NMR$ showed that the ortho substituents on aromatic rings of ($\alpha$-diimine)nickel(II) catalyst affected significantly the polypropylene microstructure. While $C_s$ symmetric catalyst afforded a syndiotactic polypropylene (rr triad content=66%) due to the syndiospecific chain end control, $C_1$ symmetric catalysts produced much less stereoregular polypropylenes (rr triads content <50%), presumably because of collision of the isospecific site control with the syndiospecific chain end control.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1995년도 하계학술대회 논문집 A
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• pp.227-230
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• 1995

This paper presents continuous control concept of unsymmetrical 2 phase induction machine(I.M.). For 2 phase driving of the unsymmetrical I.M., variable voltage and variable frequency inverter is needed. In this paper, a new 12 step PWM 2 phase inverter was proposed. And then, proposed inverter fed 2 phase driving of unsymmetrical I.M. was studied, expecially on average torque and pulsation torque. This system has merits like higher fundamental component and better harmonic characteristics. The simulation was done on this issue and experimental research is on the way.

• 조명전기설비학회논문지
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• 제18권5호
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• pp.132-139
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• 2004

수배전계통의 고장에는 1선 지락, 선간 단락, 2선 지락 등의 고장이 있다. 가공 배전 계통에서 일어나는 대부분의 고장은 1선 지락이며, 피뢰기는 이러한 고장에 의한 빈번한 과전압에 의해 스트레스를 받는다. 본 논문에서는 수배전계통에서 일어날 수 있는 고장을 모의하여 여러 가지 고장에 의해 피뢰기에 흐르는 누설전류의 특성에 대하여 조사하였다. 결과적으로, $\pm$10[%] 범위의 전압변동률에 의해서 피뢰기에 흐르는 누설전류는 거의 변화가 없었다. 성능이 우수한 접지 시스템 하에서는 전압변동률은 피뢰기의 긴 시간동안의 동작에 별 영향을 줄 수가 없었다. 하지만, 1선 지락 고장에서 피뢰기에 흐르는 누설전류의 최대값은 비효과적인 접지 시스템의 운전 전압에서의 누설전류와 비교하였을 때 140배 이상이 되었다. 그러나 선간 단락과 2선 지락 고장의 경우에는 피뢰기의 누설전류에 거의 영향을 미치지 못했다.

• 한국인쇄학회지
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• 제12권1호
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• pp.117-132
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• 1994

New methodolgies for the syntheses of unsymmetrical squarylium(SQ) dyes for organic photoconductors(OPC) were developed and photostabilities for these dyes were dicucced. These dyes absorbed at 640-690nm and exhibit high molecular extinction coefficient about 10. photodegradation rate of these dyes is acceralated in the presence if singlet oxygen sensitizer. On the other hand, the photodegradation rate os retarded by adding effective singlet oxygen quencher, such as 2:1 metal dithiolate. It is suggested that the photodegration of unsymmetrical SQ dye may be due to a photo-oxidation involving singlet oxygen.

• Bulletin of the Korean Chemical Society
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• 제34권11호
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• pp.3477-3480
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• 2013

• 통합자연과학논문집
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• 제5권2호
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• pp.91-99
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• 2012

A newly-devised Meerwein-Ponndorf-Verley (MPV) reagents, such as diisobutylacetoxyalanes and diisobutylmethanesulfonylalanes, achieved a clean conversion of unsymmetrical epoxides to the corresponding less substituted alcohols. This review covers the recent developments for such a regiospecific ring-opening reaction of epoxides.

• 지질공학
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• 제3권2호
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• pp.177-190
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• 1993

연약지반에서 성토나 교대등에 의한 편재하중이 작용하게 되면 지반중에는 침하, 측방변위, 융기 및 전단파괴 등의 큰 소성적인 전단변형이 발생하여 지반 및 구조물에 큰 피해를 주는 것을 많이 볼 수 있다. 본 연구는 이러한 연약지반에서 편재하중에 의한 지반의 제반변형에 대한 거동을 연구하기 위하여 기존의 이론적인 배경을 조사하고 모형실험을 통한 실측치를 이용하여 서로 비교분석하여 보았다. 모형실험은 먼저 모형재하장치를 제작하고 토조안에 연약한 흙시료를 채워 비배수상태에서 일정한 시간간격으로 하중단계를 증가시켜 가면서 변형의 상태를 관측하였다. 실험결과를 토대로 지반특성과 변위량의 관계, 한계하중 및 극한지지력, 지반의 소성유동의 상태 및 측방 유동압의 검토 등을 상세하게 분석하여 기존의 이론과 비교해 봄으로써 실제 연약지반상에서의 측방변형에 대한 원인을 규명함으로써 그로 인한 피해를 사전에 방지하고자 한다.