• Title/Summary/Keyword: continuous connection

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CONVERGENCE OF SEQUENCES IN GENERALIZED TOPOLOGICAL SPACES VIA FILTER

  • Julio C. Ramos-Fernandez;Ennis Rosas;Margot Salas-Brown
    • Communications of the Korean Mathematical Society
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    • v.38 no.3
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    • pp.901-911
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    • 2023
  • In this paper a generalization of convergent sequences in connection with generalized topologies and filters is given. Additionally, properties such as uniqueness, behavior related to continuous functions are established and notions relative to product spaces.

Reviews on the Application of Dry Coupler PC Member Joining Technology (건식커플러를 활용한 PC부재 접합기술의 적용현장에 대한 고찰)

  • Park, Je-Young;Moon, Hyung-Jae
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.05a
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    • pp.233-234
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    • 2023
  • This paper confirms the application sites of dry coupler technology, which is a direct connection method using screw threads, and Unlike wet couplers, this method can stand on its own without proof support and continuous work on the upper part. Furthermore, concludes with personal considerations to improve constructability.

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Analysis of Dynamical State Transition and Effects of Chaotic Signal in Continuous-Time Cyclic Neural Network (리미트사이클을 발생하는 연속시간 모델 순환결합형 신경회로망에서 카오스 신호의 영향)

  • Park Cheol-Young
    • Journal of the Korean Institute of Intelligent Systems
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    • v.16 no.4
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    • pp.396-401
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    • 2006
  • It is well-known that a neural network with cyclic connections generates plural limit cycles, thus, being used as a memory system for storing large number of dynamic information. In this paper, a continuous-time cyclic connection neural network was built so that each neuron is connected only to its nearest neurons with binary synaptic weights of ${\pm}1$. The type and the number of limit cycles generated by such network has also been demonstrated through simulation. In particular, the effect of chaos signal for transition between limit cycles has been tested. Furthermore, it is evaluated whether the chaotic noise is more effective than random noise in the process of the dynamical neural networks.

A study on the continuous permissible current rating in 22.9kV CN/CV underground distribution power cables (22.9kV CN/CV 전력 케이블의 상시 허용전류에 관한 연구)

  • Kim, J.B.;Kim, J.T.;Koo, J.Y.;Sun, J.H.;Ryu, H.S.;Cho, Y.O.
    • Proceedings of the KIEE Conference
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    • 1990.07a
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    • pp.304-307
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    • 1990
  • Referring to the calculation of the continuous permissible current rating in 22.9kV CN/CV underground distribution power cables, the current and temperature have been fully discussed and analyzed based on their three different values: one is the actually measured value throughout our test and the other two are calculated in connection with different specifications IEC-287 and JCS-168-D respectively. For this purpose, our test has been carried out with real cables which have been under stress either with induced current or with rating voltage. In the former, the calculated current of IEC-287 shows closer value to the measured one than that of JCS-168-D does. In the latter, there has been little difference on the temperature comparing with that measured without voltage application. Therefore, we think that it is preferable to choose the IEC-287 specification for the calculation of the continuous permissible current rating in the commercially power cables.

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Evaluation of Static Strength of Mixed Stud Shear Connection in Double Composite Bridges (이중합성 교량의 복합스터드 전단연결부의 정적강도 평가)

  • Kim, Hyun Ho;Shim, Chang Su;Yun, Kwang Jung;Lee, Pil Goo
    • Journal of Korean Society of Steel Construction
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    • v.17 no.5 s.78
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    • pp.549-559
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    • 2005
  • A railway bridge with a double composite section is proposed to enhance the structural performance of existing two-girder bridges because the governing design parameter of railway bridges is the flexural stiffness. The concrete deck in negative moment regions is neglected in the design of continuous composite bridges assuming the concrete slab has no resistance to tension. Therefore, the flexural stiffness of the composite section in the negative moment region is reduced resulting in the increase of the depth of the steel section. In order to resolve this disadvantage, several methods are suggested and the double composite section is one of the excellent solutions for extending the span length and increasing the flexural stiffness. In this study, push-out tests on lying studs and mixed stud shear connection with lying and vertical studs were performed to investigate the behavior of the shear connection in the double composite section. Static strength of the shear connection was evaluated through the test results and numerical analyses.

A Study on the Analysis of Heat and Metallurgical Structure of Connection Parts for Residual Current Protective Devices (저압용 누전차단기 접속부의 발열 및 금속 조직 분석에 관한 연구)

  • Choi Chung-Seog;Shong Kil-Mok;Kim Dong-Ook;Kim Dong-Woo;Kim Young-Seok
    • Fire Science and Engineering
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    • v.18 no.4
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    • pp.57-63
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    • 2004
  • We investigated heat properties of connection terminal in residual current protective devices(RCD) according to contact pressure for low voltage appliance. And we analyzed voltage and current waveform and oxide propagation when the poor-contact happened between terminal and wire. When contact pressure between terminal and connection wire was not applied, the heat was generated and an oxide was formed on the surface of the wire. The temperature of the insulation surrounding terminal was ascended sharply by poor-contact, micro-sparks and continuous arc sound happened in interior terminal. When the poor-contact by vibration occurred inner conductor of terminal and wire, an oxide was propagated on contact surface and the temperature was increased at 869℃. Thus, we found that the risk of electrical disaster is high in terminal and connection wire parts.

Continuous Formative Beauty of Geometrical Shapes (기하형태의 연속적인 조형성 -분자구조를 중심으로-)

  • Kim, Min-Ho
    • The Journal of the Korea Contents Association
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    • v.10 no.10
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    • pp.172-179
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    • 2010
  • The study on works motivated from interest in the nature of matters and inherent visual-perceptual structure in them aims at expressing formative continuity of the connections of three dimensions of simple geometrical shapes such as circles and lines, which are characteristics of shape of molecules. With such a purpose, this study examined the geometrical shapes in modern arts and structural connection and symbolism of molecule structure, and based on such considerations, it expressed successive formative beauty which comes from repetitive connection between units by creating stereogram of simple geometrical shapes of molecule structure. The types of works include a method of connecting the units of molecule models and molecules seen in electron microscope with lines as a parameter and connecting units directly, which are used to express body accessory and metallic sculptures. Consequently, it attempted formation occurring spatial composition of continuity of division and duplication through direct connection between units and circular continuity coming from connection of simple geometrical shapes of molecule images such as spheres and curves transformed into stereogram.

Evaluation on Flexural Behavior of Hybrid Beams with Rigid Joint Connecting Steel and Precast Concrete Elements (강재 보-PC 보가 강접합 연결된 하이브리드 보의 휨 거동 평가)

  • Seo, Eun-A;Yang, Keun-Hyeok;Hong, Seung-Hyun
    • Journal of the Korea Concrete Institute
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    • v.28 no.1
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    • pp.13-21
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    • 2016
  • A hybrid precast concrete beam system with a simple rigid connection was proposed to compensate the limitations and shortcomings of the conventional bolt connection associated with the H-beams embedded into concrete beams. Three beam specimens with fixed both ends were tested under one-point top cyclic loading to explore the effectiveness of the developed hybrid beam system in transferring externally applied flexure to a column. The main parameter considered was the length ($L_s$) of H-beam, which was selected to be $0.25L_I$, $0.5L_I$, and $1.0L_I$, where $L_I$ is the distance from the support to the point of inflection. All beam specimens showed a better displacement ductility ratio than the reinforced concrete beams with the same longitudinal reinforcement index, indicating that the cyclic load-deflection curve and ductility were insignificantly affected by $L_s$. The continuous strain distribution along the beam length and the prediction of the ultimate load based on the collapse mechanism ascertained the structural adequacy of the developed rigid connection.

Study on Dangerous Factors and Damage Pattern Analysis of Leaking Water from Water Purifiers (누수가 발생한 정수기의 위험요소 발굴 및 소손패턴 해석에 관한 연구)

  • Choi, Chung-Seog
    • Journal of the Korean Society of Safety
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    • v.27 no.3
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    • pp.57-62
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    • 2012
  • The purpose of this paper is to find dangerous factors of a water purifier when water leaks due to inappropriate use and analyze the patterns of damaged parts in order to provide data for the examination of the cause of the problem. If the water purifier is inspected and managed by a non-specialist, when the FLC(Float Level Controller) at the top is inclined, water leakage may occur to the water purifier. The leaked water flows onto the cables and hoses and enters the thermostat terminal, heater, PCB, power supply connection connector, etc., becoming a dangerous factor that may cause a system failure, fire, etc. Due to the water that entered the input terminal, low noise and white smoke were generated at first. However, the flame gradually propagated due to the continuous inflow of moisture. It was found that when moisture reached the PCB, a carbonized conductive path was formed at the varistor terminal, input terminal, semiconductor device terminal, etc., and the flame became larger, which might result in a fire. From the metal microscope analysis of a damaged condenser terminal, it was found that the amorphous structure unique to copper cable disappeared, and voids, boundary surface and disorderly fine particles occurred. Also, in the case of the connector into which moisture penetrated, fusion and deformation occurred at the cable connection clips. The result of analysis of the power supply cable connector using a thermal image camera showed that most of the heat was generated from the cable connection clips and the temperature at the connection center was normal.

Flexural Behavior of MRS Continuous Joints for the Prestressed Concrete One-way Joist Slab System (프리스트레스 콘크리트 일방향 장선구조로 구축한 MRS 연속단 접합부의 휨거동)

  • Oh, Young-Hun;Moon, Jeong-Ho;Im, Ju-Hyeuk;Choi, Dong-Sup;Lee, Kang-Chul
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.14 no.1
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    • pp.148-155
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    • 2010
  • The purpose of this study is to propose and evaluate the continuous joint constructed with MRS system which is utilized for floor system in the parking structures or commercial retail buildings. Four specimens were fabricated and tested to examine the structural performance of the continuous joint with different joint detailing. Structural test for the specimens was undertaken to simulate the actual stress condition of the negative moment resisting connection in the prestressed precast concrete parking structures with 8m span. Based on the experimental results, the MRS system could be designed as the ductile continuous joint governed by flexural behavior. Therefore the MRS system developed in this study would provide a superior joint behavior to conventional double-tee system when constructing monolithic joint composed of simply supported precast members.