• Title/Summary/Keyword: RC

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Characteristics of RC circuit with Transistor in Micro-EDM (트랜지스터 부착 RC 방전회로의 마이크로 방전가공 특성)

  • 조필주;이상민;최덕기;주종남
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2002.10a
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    • pp.235-240
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    • 2002
  • In micro-EBM, it is well blown that RC circuit is suitable for discharge circuit because of its low pulse width and relatively high peak current. To increase machining speed without changing unit discharge energy, charge resistance should be decreased. But, if very low, continuous (or normal) arc discharge occurs, then increases electrode wear and reduces machining speed remarkably. In this paper, RC circuit with transistor is used to micro-EDM. Experimental results show that RC circuit with transistor can cut off continuous (or normal) arc discharge effectively if duty factor and switching period of transistor are set up optimally. Through experiments with varying charge resistance, it can be known that RC circuit with transistor has about two times faster machining speed than that of RC circuit. Especially, it has prominent rise-effect of machining speed in low unit discharge energy, so that a high-quality and high-speed micro-EDM can be realized through RC circuit with transistor.

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An innovative experimental method to upgrade performance of external weak RC joints using fused steel prop plus sheets

  • Kheyroddin, Ali;Khalili, Ali;Emami, Ebrahim;Sharbatdar, Mohammad K.
    • Steel and Composite Structures
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    • v.21 no.2
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    • pp.443-460
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    • 2016
  • In this paper, the efficiency and effectiveness of two strengthening methods for upgrading behavior of the two external weak reinforced concrete (RC) beam-column joints were experimentally investigated under cyclic loading. Since two deficient external RC joints with reduced beam height and low strength concrete were strengthened using one-way steel prop and curbs with and without steel revival sheets on the beam. The cyclic performance of these strengthened specimens were compared with two another control external RC beam-column joints, one the standard RC joint that had not two mentioned deficiencies and another had both. Therefore, four half-scale RC joints were tested under cyclic loading.The experimental results showed that these innovative strengthening methods (RC joint with revival sheet specially) surmounted the deficiencies of weak RC joints and upgraded their performance and bearing capacity, stiffness degradation, energy absorption, up to those of standard RC joint. Also, results exhibited that the prop at joint acted as a fuse element due to adding steel revival sheets on the RC beam and showed better behavior than that of the specimen without steel revival sheets. In other words by stiffening of beam, the prop collected all damages due to cyclic loading at itself and acted as the first line of defense and prevented from sever damages at RC joint.

Influence of openings of infill wall on seismic vulnerability of existing RC structures

  • Dilmac, Hakan
    • Structural Engineering and Mechanics
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    • v.75 no.2
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    • pp.211-227
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    • 2020
  • The contribution of infill wall is generally not considered in the structural analysis of reinforced concrete (RC) structures due to the lack of knowledge of the complex behavior of the infilled frame of RC structures. However, one of the significant factors affecting structural behavior and earthquake performance of RC structures is the infill wall. Considering structural and architectural features of RC structures, any infill wall may have openings with different amounts and aspect ratios. In the present study, the influence of infill walls with different opening rates on the structural behaviors and earthquake performance of existing RC structures were evaluated. Therefore, the change in the opening ratio in the infill wall has been investigated for monitoring the change in structural behavior and performance of the RC structures. The earthquake performance levels of existing RC structures with different structural properties were determined by detecting the damage levels of load-carrying components. The results of the analyzes indicate that the infill wall can completely change the distribution of column and beam damage level. It was observed that the openings in the walls had serious impact on the parameters affecting the behavior and earthquake performance of the RC structures. The infill walls have a beneficial effect on the earthquake performance of RC structures, provided they are placed regularly and there are appropriate openings rate throughout the RC structures and they do not cause structural irregularities.

Structural Design of Coupled RC Structural Wall Considering Plastic Behavior (소성거동을 고려한 병렬 RC 구조벽체시스템의 설계)

  • Yu, Seung-Yoon;Eom, Tae-Sung;Kang, Su-Min
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.30 no.4
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    • pp.351-361
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    • 2017
  • Reinforced concrete(RC) structural walls are major lateral load-resisting structural member in building structures. Generally these RC structural walls are coupled with each other by the coupling beams and slabs, and therefore they behave as RC coupled structural wall system. In the design of these coupled structural wall systems, member forces are calculated using elastic structural analysis. These elastic analysis methodologies for the design of coupled structural wall system was not reasonable because it can not consider their ultimate behavior and assure economic feasibility. Performance based design and moment redistribution method to solve these problems is regarded as a reasonable alternative design method for RC coupled structural wall system. However, it is not verified under various design parameters. In this study, nonlinear analysis of RC coupled structural wall system was performed according to various design parameters such as reinforcement ratio, ultimate concrete strain and wall height. Based on analysis results, design considerations for coupled RC structural wall system was proposed.

FPGA Implementation and Performance Analysis of High Speed Architecture for RC4 Stream Cipher Algorithm (RC4 스트림 암호 알고리즘을 위한 고속 연산 구조의 FPGA 구현 및 성능 분석)

  • 최병윤;이종형;조현숙
    • Journal of the Korea Institute of Information Security & Cryptology
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    • v.14 no.4
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    • pp.123-134
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    • 2004
  • In this paper a high speed architecture of the RC4 stream cipher is proposed and its FPGA implementation is presented. Compared to the conventional RC4 designs which have long initialization operation or use double or triple S-arrays to reduce latency delay due to S-array initialization phase, the proposed architecture for RC4 stream cipher eliminates the S-array initialization operation using 256-bit valid entry scheme and supports 40/128-bit key lengths with efficient modular arithmetic hardware. The proposed RC4 stream cipher is implemented using Xilinx XCV1000E-6H240C FPGA device. The designed RC4 stream cipher has about a throughput of 106 Mbits/sec at 40 MHz clock and thus can be applicable to WEP processor and RC4 key search processor.

Effects of Unripe Rubus coreanus Miquel Extract on Improvement of Lipid Metabolism in C57BL/6 Mice Fed a High-Cholesterol Diet (미숙과 복분자 열매 추출물이 고콜레스테롤 식이를 섭취시킨 C57BL/6 Mice의 지질대사 개선 효과)

  • Jung, Myung-A;Cho, Sook-Hyun;Lee, Sun Young;Kim, Ji Hye;Oh, Kyonyeo;Kim, Young-Suk;Yoo, GooSang;Lee, Dong-Wook;Kim, Sunoh
    • Journal of the Korean Society of Food Science and Nutrition
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    • v.43 no.5
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    • pp.650-655
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    • 2014
  • Hypercholesterolemia is the presence of high levels of cholesterol in the blood, and it is regarded as a risk factor for cardiovascular disease due to the effects of cholesterol. The objective of this study was to investigate the effects of unripe Rubus coreanus Miquel (uRC) extract on lipid metabolism in hypercholesterolemic mice fed a high cholesterol diet (HC). uRC 50 (unripe R. coreanus 5% ethanol extract 50 mg/kg/day), uRC 100 (unripe R. coreanus 5% ethanol extract 100 mg/kg/day), uRC 300 (unripe R. coreanus 5% ethanol extract 300 mg/kg/day), and BO (borage seed oil containing minimum of 20% ${\gamma}$-linolenic acid 30 mg/kg/day) were orally administered for 60 days after HC. Oral administration of uRC 50, uRC 100, uRC 300, and BO significantly reduced serum total-cholesterol, triglyceride, LDL-cholesterol, glutamic oxaloacetic transaminase, glutamic pyruvic transaminase, atherogenic index, and cardiac risk factor levels. Similarly, uRC treatment elevated serum HDL-cholesterol levels. These results suggest that unripe R. coreanus extract could be established as a functional food for the improvement of lipid metabolism.

Characteristics of RC Circuit with Transistors in Micro-EDM (트랜지스터 부착 RC 방전회로의 마이크로 방전가공 특성)

  • Cho Pil Joo;Yi Sang Min;Choi Deok Ki;Chu Chong Nam
    • Journal of the Korean Society for Precision Engineering
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    • v.21 no.12
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    • pp.44-51
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    • 2004
  • In a micro-EDM, it is well known that an RC circuit is suitable as a discharge circuit because of its low pulse width and relatively high peak current. To increase machining speed without changing unit discharge energy, charge resistance should be decreased. But, when the resistance is very low, continuous (or normal) arc discharge occurs, electrode wear increases and machining speed is reduced remarkably. In this paper, an RC circuit with transistors is used in a micro-EDM. Experimental results show that the RC circuit with transistors can cut off a continuous (o. normal) arc discharge effectively if the duty factor and switching period of the transistor are set up optimally. Through experiments with varying charge resistances, it is shown that the RC circuit with transistors has about two times faster machining speed than that of an RC circuit.

A Fully Differential RC Calibrator for Accurate Cut-off Frequency of a Programmable Channel Selection Filter

  • Nam, Ilku;Choi, Chihoon;Lee, Ockgoo;Moon, Hyunwon
    • JSTS:Journal of Semiconductor Technology and Science
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    • v.16 no.5
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    • pp.682-686
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    • 2016
  • A fully differential RC calibrator for accurate cut-off frequency of a programmable channel selection filter is proposed. The proposed RC calibrator consists of an RC timer, clock generator, synchronous counter, digital comparator, and control block. To verify the proposed RC calibrator, a six-order Chebyshev programmable low-pass filter with adjustable 3 dB cut-off frequency, which is controlled by the proposed RC calibrator, was implemented in a $0.18-{\mu}m$ CMOS technology. The channel selection filter with the proposed RC calibrator draws 1.8 mA from a 1.8 V supply voltage and the measured 3 dB cut-off frequencies of the channel selection LPF is controlled accurately by the RC calibrator.

Active RC Filter (능동 RC 여파기)

  • 이흥구;이문기
    • Journal of the Korean Institute of Telematics and Electronics
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    • v.7 no.1
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    • pp.9-17
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    • 1970
  • The paper presents pole optimization in RC network of active RC filter using current inversion negative impedance converter. And also empais is placed on improving the stability of the active RC filter. Experimental results obtained with active RC low pass filter, having Chebyshev 2nd order response and modular angle 55$^{\circ}$, cutoff frequency 3.4KC, are shown and compared with theoretical curves.

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Pseudo Dynamic Test of the Seismically Isolated RC Piers (지진격리설계된 RC교각의 유사동적 실험)

  • Kim Young-Jin;Kwahk Im-Jong;Cho Chang-Beck;Kwark Jong-Won
    • Proceedings of the Korea Concrete Institute Conference
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    • 2004.11a
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    • pp.25-28
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    • 2004
  • Many highway bridges in Korea need seismic retrofit because only one decade has passed since the seismic design criteria was introduced. In this experimental study, the effectiveness of base isolation bearings was discussed for the seismic retrofit of the highway bridges. Four real scale RC pier specimens were constructed for the test. These RC piers didn't have seismic details. Except for one RC pier for the pilot test, three types of bearings such as Pot bearing, Rubber bearing (RB), Lead-rubber bearing (LRB) were applied to the other RC piers respectively. The RC pier with Pot bearing means current state of the prototype bridge that is not retrofitted seismically. And two RC piers with RB or LRB mean assumed states of the prototype bridge that are retrofitted seismically. To simulate dynamic behavior of these RC piers under earthquake loads, Pseudo-dynamic test method was used.

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