• 제목/요약/키워드: Series resistance

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Analysis of Added Resistance in Short Waves (단파장 영역에서의 부가저항 해석)

  • Yang, Kyung-Kyu;Seo, Min-Guk;Kim, Yonghwan
    • Journal of the Society of Naval Architects of Korea
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    • v.52 no.4
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    • pp.338-348
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    • 2015
  • In this study, the added resistance of ships in short waves is systematically studied by using two different numerical methods - Rankine panel method and Cartesian grid method – and existing asymptotic and empirical formulae. Analysis of added resistance in short waves has been preconceived as a shortcoming of numerical computation. This study aims to observe such preconception by comparing the computational results, particularly based on two representative three-dimensional methods, and with the existing formulae and experimental data. In the Rankine panel method, a near-field method based on direct pressure integration is adopted. In the Cartesian grid method, the wave-body interaction problem is considered as a multiphase problem, and volume fraction functions are defined in order to identify each phase in a Cartesian grid. The computational results of added resistance in short waves using the two methods are systematically compared with experimental data for several ship models, including S175 containership, KVLCC2 and Series 60 hulls (CB = 0.7, 0.8). The present study includes the comparison with the established asymptotic and empirical formulae in short waves.

Investigation of rotational characteristics of column 'PINNED' bases of steel portal frames

  • Liu, Timothy Chi-Ho
    • Steel and Composite Structures
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    • v.1 no.2
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    • pp.187-200
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    • 2001
  • Most of the portal frames are designed these days by the application of plastic analysis, with the normal assumption being made that the column bases are pinned. However, the couple produced by the compression action of the inner column flange and the tension in the holding down bolts will inevitably generate some moment resistance and rotational stiffness. Full-scale portal frame tests conducted during a previous research program had suggested that this moment can be as much as 20% of the moment of resistance of the column. The size of this moment of resistance is particularly important for the design of the tensile capacity of the holding down bolts and also the bearing resistance of the foundation. The present research program is aiming at defining this moment of resistance in simple design terms so that it could be included in the design of the frame. The investigation also included the study of the semi-rigid behaviour of the column base/foundation, which, to a certain extent, affects the overall loading capacity and stiffness of the portal frames. A series of column bases with various details were tested and were used to calibrate a finite element model which is able to simulate the action of the holding down bolts, the effect of the concrete foundation and the deformation of the base plate.

Analysis of Magnetic Field Application Effect on Fault Current Limiting Characteristics of a Flux-lock Type SFCL

  • Lim, Sung-Hun
    • Transactions on Electrical and Electronic Materials
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    • v.9 no.6
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    • pp.255-259
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    • 2008
  • The magnetic field application effect on resistance of a high-$T_c$ superconducting (HTSC) element comprising a flux-lock type superconducting fault current limiter (SFCL) was investigated. The YBCO thin film, which was etched into a meander line using a lithography, was used as a current limiting element of the flux-lock type SFCL. To increase the magnetic field applied into HTSC element, the capacitor was connected in series with a solenoid-type magnetic field coil installed in the third winding of the flux-lock type SFCL. There was no magnetic field application effect on the resistance of HTSC element despite the application of larger magnetic field into the HTSC element when a fault happened. The resistance of HTSC element, on the contrary, started to decrease at the point of four periods from a fault instant although the amplitude of the applied magnetic field increased.

Development of the Bone Type Concrete Spacer with Crack Resistance for Construction (시공균열저항성을 갖는 본타입 콘크리트 스페이서 개발)

  • Lee, Min-Jae;Kim, Ji-Ho;Sung, Jong-Hyun;Choi, Duck-Jin;Kim, Jin-Man
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2012.11a
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    • pp.35-38
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    • 2012
  • Spacers which we have studied is the secondary product of the concrete to apply on concrete structure. It is needed to secure equal or greater performance than structural concrete that it is applied. There is a tendency that concrete structures are strengthened more and more. Therefore, designed set up position of reinforcement is used more and more, so it is needed increasingly high strength spacer. We have been doing a series of research to develop the different typed high strength spacer having crack resistance during constructing. The bearing load of different type spacer shows approximately 35% lower load than those in the general spacers.

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Electric property changes of Gravure Off-set solar cells according to firing conditions (소성조건에 따른 Gravure Off-set 태양전지의 전기적 특성변화)

  • Kim, Jung-Mo;Kim, Dong-Ju;Bae, So-Ik
    • Proceedings of the KIEE Conference
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    • 2011.07a
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    • pp.1382-1383
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    • 2011
  • 결정질 실리콘 태양전지에서 전극 형성 공정은 Voc(Open-circuit voltage), Isc(Short-circuit current), Rser(Series resistance), Rshunt(Shunt resistance), FF(Fill factor) 특성에 영향을 주기 때문에 매우 중요하다. 하지만 paste와 선 공정에서의 조건에 따라 특성이 바뀌기 때문에 소성 공정을 최적화하기는 쉽지 않다. 본 연구에서는 Gravure Off-set printing 방식을 이용하여 결정질 실리콘 기판 표면에 미세 전극 형성 공정을 하고 소성 조건 최적화를 위해 peak 온도와 ramp-up 속도를 변화시켜 각 조건별 특성을 비교하였다. Peak 온도가 커질수록, contact resistance의 감소에 따라 Rser가 줄어들었다. 본 연구를 통해 Voc는 619mV, FF는 77.9%로 측정되는 Gravure Off-set 태양전지에 최적화된 소성 공정 조건을 확보하였다.

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A Study of Minimum Ignition Energy Measurement of Explosive Powders Caused by Electrostatic Discharges (정전기 방전시의 분체류의 최소착화에너지 측정에 관한 연구)

  • 이동훈;목연수;최재욱;신중현;류상민;조일건;정준채
    • Proceedings of the Korean Institute of Industrial Safety Conference
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    • 1997.05a
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    • pp.67-75
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    • 1997
  • To establish testing method for ignition energy of explosive powders caused by electrostatic discharge, one testing method using a very small quantity of tested powders ( Frima ) was proposed, and the influence of discharge - limiting resistance connected in series into a capacitive discharge circuit on ignition energies of explosive powders was investigated using, as tested powders. As a result the minimum ignition energy was 9 mJ when discharge-limiting resistance was 300 k$\Omega$. The reason for the dependence of ignition energy on discharge-limiting resistance was thought to the difference in the type of electrostatic discharge, such as arc or glow discharge, from the observation of discharging wave forms.

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Design of a Microwave Active Resonator Using Defected Ground Structure with Islands (DGSI) (격리패턴을 지닌 결함접지구조를 이용한 초고주파용 능동공진기)

  • Hwang, Mun-Su;Oh, Seong-Min;Ahn, Dal;Lim, Jong-Sik
    • The Transactions of The Korean Institute of Electrical Engineers
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    • v.56 no.10
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    • pp.1814-1819
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    • 2007
  • A new active resonator using defected ground structure with islands (DGSI) is proposed. The proposed resonator is composed of the conventional microstrip line with DGSI and negative resistance of active devices. The negative resistance part is realized by field effect transistor (FET) series feedback circuits. The characteristic of the proposed resonator with DGSI is improved by combining the negative resistance part with the parallel microstrip line structure with islands, where the electric field is formed the most strongly. The measured improvement of the proposed active resonator with DGSI are 4.55dB and 0.32dB in S21 and S22, respectively, at the resonant frequency whorl it is compared to the existing passive resonator having DGSI only.

Shear strength of connections between open and closed steel-concrete composite sandwich structures

  • Kim, Woo-Bum;Choi, Byong Jeong
    • Steel and Composite Structures
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    • v.11 no.2
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    • pp.169-181
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    • 2011
  • The behavior of connections between open sandwich slabs and double steel skin composite walls in steel plate-concrete(SC) structure is investigated by a series of experimental programs to identify the roles of components in the transfer of forces. Such connections are supposed to transfer shear by the action of friction on the interface between the steel surface and the concrete surface, as well as the shear resistance of the bottom steel plate attached to the wall. Experimental observation showed that shear transfer in slabs subjected to shear in short spans is explained by direct force transfer via diagonal struts and indirect force transfer via truss actions. Shear resistance at the interface is enhanced by the shear capacity of the shear plate as well as friction caused by the compressive force along the wall plate. Shear friction resistance along the wall plate was deduced from experimental observation. Finally, the appropriate design strength of the connection is proposed for a practical design purpose.

MLS Inducible Resistance Mechanism in Bacillus licheniformis EMR-1 -Cloning of erm K, a MLS Resistance Determinant- (Bacillus licheniformis EMR-1에서의 MLS 유도내성 기전 -erm K의 크로닝-)

  • Choi, Eung-Chil;Kwak, Jin-Hwan;Weisblum, Bernard
    • YAKHAK HOEJI
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    • v.32 no.4
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    • pp.213-221
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    • 1988
  • Inducible MLS resistance gene of Bacillus licheniformis specified by erm K was subcloned in Bacillus subtilis and the DNA sequence corresponding to its control region was determined. The determinant erm K was in Pvu II=Hind III fragment, which was 1.3 kb. The leader region is capable of forming a complex series of inverted complementary repeat sequences (ICRS) centering on at least six axes of symmetry, some of them mutually exclusive, in a way that resulted ultimately in post-transcriptional unmasking of the ribosome loading site for methylase synthesis.

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Ship Motion and Propulsive Performance of a Container Ship in Regular Head Waves (콘테이너선의 피랑중 운동성능 저항증가 및 추진성능에 관한 연구)

  • Yang, Seung-Il;Kim, Eun-Chan;Hong, Seok-Won;Lee, Sang-Mu
    • 한국기계연구소 소보
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    • s.10
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    • pp.49-62
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    • 1983
  • A series of model tests on a container ship in waves was executed at the Experimental Towing Tank of Ship Research Station, KIMM. This paper presents the results of resistance, self-propulsion, propeller open-water and ship motion tests in regular head waves. Firstly, the experimental results of ship motion measured on a towed model and a self-propelled model were compared with those of Japanese results showing fairly good agreements. Secondly, the results of resistance and propulsion tests were analyzed and the data of added resistance, thrust increase, torque increase, revolution increase and self-propulsion factors in waves were presented. Also the diffraction force measured on a fixed model in waves was analyzed. Finally, this report shows the propeller characteristics in calm water based on propeller immersion and in regular waves based on wave length.

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