• Title/Summary/Keyword: lateral current

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Mixed-Mode Simulation of the Power MOSFET with Current Limiting Capability (전류 제한 능력을 갖는 전력용 MOSFET의 Mixed-Mode 시뮬레이션)

  • Yun, Chong-Man;Choi, Yearn-Ik;Han, Min-Koo
    • Proceedings of the KIEE Conference
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    • 1994.07b
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    • pp.1451-1453
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    • 1994
  • A monolithic current limiting power MOSFET, which may be easily fabricated by the conventional DMOS process, is proposed. The proposed current limiting MOSFET consists of main power cells, sensing cells, and NPN lateral bipolar transistor so that users can adjust the current limiting levels with only one external resistor. The behaviors of the proposed device are numerically simulated and analyzed by 2-D device simulator MEDICI and mixed-mode simulator CA-AAM(Circuit Analysis Advanced Application Module).

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GIS-based Assessment of the Lateral Connectivity in the Cheongmi-cheon Stream, South Korea (청미천에서 GIS 기반 횡적 연결성 평가)

  • Jin, Seung-Nam;Cho, Hyunsuk;Chu, Yunsoo;Cho, Kang-Hyun
    • Ecology and Resilient Infrastructure
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    • v.6 no.3
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    • pp.154-162
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    • 2019
  • Lateral connectivity between the channel and the floodplains has been damaged by the levee construction and channelization in most streams of South Korea. The purpose of this study was to develop a technique for easily and remotely assessing lateral connectivity using GIS in the streams and to evaluate the effectiveness of the assessment method by applying it to Cheongmi-cheon Stream, a representative stream in the central Korean Peninsula. The metrics of the lateral connectivity assessment are composed of (1) existence of remaining wetlands and (2) land use property as a habitat quality of the former floodplain outside the levee and (3) existence of levee barrier, (4) connectivity to the stream and (5) connectivity to the upland natural habitats as a connectivity from the channel through floodplain to the upland forest. According to the result of applying the assessment method to Cheongmi-cheon Stream, the lateral connectivity was severely damaged due to the levee construction and land use change in the former floodplain. The GIS-based assessment of the lateral connectivity developed in this study is expected to be used as a useful tool for identifying limitations of current connectivity in various attempts to restore lateral connectivity in riparian ecosystems.

Seismic Behavior of Concrete Cylinders Reinforced by Outside Lateral Hoops (외측 횡 구속된 콘크리트 공시체의 내진 거동)

  • Choi, Eunsoo;Kim, Byeong Hwa;Shin, Jae Kwan;Lee, Do Hyung
    • Journal of the Earthquake Engineering Society of Korea
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    • v.18 no.1
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    • pp.45-51
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    • 2014
  • This paper investigates experimentally the confinement effect on concrete. For this purpose, outside lateral reinforcement members made of stainless steel and GFRP were employed. Then, uniaxial compressive tests on concrete cylinders incorporating the members were conducted. A total of 30 cylinder specimens, specifically, 6 unconfined specimens, 12 specimens confined by stainless steel and 12 specimens confined by GFRP, were fabricated. The failure patterns of both unconfined and confined specimens were assessed and discussed based on experimental results. The results proved that the maximum stress and corresponding strains of the cylinders confined using the proposed hoops are increased in comparison with those of the unconfined. This supports that the current work can be used for retrofitting concrete members and structures and thus may lead to increased stability of such structures.

Radical Surgical Excision and Use of Lateral Thoracic Flap for Intractable Axillary Hidradenitis Suppurativa

  • Teo, Wan-Lin;Ong, Yee-Siang;Tan, Bien-Keem
    • Archives of Plastic Surgery
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    • v.39 no.6
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    • pp.663-666
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    • 2012
  • Current treatments for hidradenitis suppurativa (HS) include prolonged courses of antibiotics, retinoids, immunosuppressants, and biologics. Severe cases that are resistant to prolonged medical treatment pose a therapeutic challenge. We propose radical excision and lateral thoracic flap reconstruction as a treatment option for such cases. In our experience with two patients, good aesthetic and functional outcomes were achieved, with a high level of patient satisfaction. The availability of suitable flap coverage allows for wide resection of all of the hair-bearing skin, leading to a low incidence of residual disease and subsequent recurrence. Following excision of the affected tissue, the ideal reconstructive method in the axilla provides suitable coverage without unacceptable donor site morbidity and also avoids axillary contractures. A long lateral thoracic flap with delay has excellent coverage with minimal donor tissue sacrifice. With a suitable flap coverage option, the management paradigm of intractable HS should shift from prolonged medical treatment to allow decisive radical excision, which will improve the quality of life for patients.

Analysis of the Dynamic Behavior of Guardrail Posts in Sloping Ground using LS-DYNA (LS-DYNA를 이용한 비탈면에 설치된 가드레일 지주의 동적거동)

  • LEE, Dong Woo;Woo, Kwang Sung
    • International Journal of Highway Engineering
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    • v.19 no.1
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    • pp.21-28
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    • 2017
  • PURPOSES : This paper presents a finite element model to accurately represent the soil-post interaction of single guardrail posts in sloping ground. In this study, the maximum lateral resistance of a guardrail post has been investigated under static and dynamic loadings, with respect given to several parameters including post shape, embedment depth, ground inclination, and embedment location of the steel post. METHODS : Because current analytical methods applied to horizontal ground, including Winkler's elastic spring model and the p-y curve method, cannot be directly applied to sloping ground, it is necessary to seek an alternative 3-D finite element model. For this purpose, a 3D FHWA soil model for road-base soils, as constructed using LS-DYNA, has been adopted to estimate the dynamic behavior of single guardrail posts using the pendulum drop test. RESULTS : For a laterally loaded guardrail post near slopes under static and dynamic loadings, the maximum lateral resistance of a guardrail post has been found to be reduced by approximately 12% and 13% relative to the static analysis and pendulum testing, respectively, due to the effects of ground inclination. CONCLUSIONS : It is expected that the proposed soil material model can be applied to guardrail systems installed near slopes.

2D Quantum Effect Analysis of Nanoscale Double-Gate MOSFET (이차원 양자 효과를 고려한 극미세 Double-Gate MOSFET)

  • Kim, Ji-Hyun;Son, Ae-Ri;Jeong, Na-Rae;Shin, Hyung-Soon
    • Journal of the Institute of Electronics Engineers of Korea SD
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    • v.45 no.10
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    • pp.15-22
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    • 2008
  • The bulk-planer MOSFET has a scaling limitation due to the short channel effect (SCE). The Double-Gate MOSFET (DG-MOSFET) is a next generation device for nanoscale with excellent control of SCE. The quantum effect in lateral direction is important for subthreshold characteristics when the effective channel length of DG-MOSFET is less than 10nm, Also, ballistic transport is setting important. This study shows modeling and design issues of nanoscale DG-MOSFET considering the 2D quantum effect and ballistic transport. We have optimized device characteristics of DG-MOSFET using a proper value of $t_{si}$ underlap and lateral doping gradient.

Lateral ultimate behavior of prestressed concrete box girder bridges (프리스트레스트 콘크리트 박스거더의 횡방향 극한거동 실험 연구)

  • Oh, Byung-Hwan;Choi, Young-Cheol;Lee, Seung-Cheol
    • Proceedings of the Korea Concrete Institute Conference
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    • 2005.05a
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    • pp.479-482
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    • 2005
  • The concrete box girder members are extensively used as a superstructure in bridge construction. The load carrying capacity of concrete box girders in lateral direction is generally influenced by the sizes of haunch and web. The internal upper decks are restrained by the webs and exhibit strength enhancement due to the development of aching action. The current codes do not have generally consider the arching action of deck slab in the design because of complexity of the behavior. However, there are significant benefits in utilizing the effects of arching action in the design of concrete members. The main objective of this paper is to propose a rational method to predict the ultimate load of deck slab by considering various haunch sizes and web restraint effect of concrete box girder bridges. To this end, a comprehensive experimental program has been set up and seven large-scale concrete box girders have been tested. A transverse analysis model of concrete box girders with haunches is proposed and compared with test data. The results of present study indicate that the ultimate strength is significantly affected by haunch dimension. The increase of strength due to concrete arcing action is reduced with an increase of prestressing steel ratio in laterally prestressed concrete box girders and increases with a larger haunch dimension. The proposed theory allows more realistic prediction of lateral ultimate strength for rational design of actual concrete box girder bridges.

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Development of the Upper Lip -review- (상순의 발생 -review-)

  • Ko, Seung-O;Im, Yang-Hee;Kim, Ki-Byeung;Shin, Hyo-Keun
    • Korean Journal of Cleft Lip And Palate
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    • v.10 no.1
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    • pp.17-22
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    • 2007
  • The vertebrate upper lip forms from initially freely projecting maxillary, medial nasal, and lateral nasal prominences at the rostral and lateral boundaries of the primitive oral cavity. These facial prominences arise during early embryogenesis from ventrally migrating neural crest cells in combination with the head ectoderm and mesoderm and undergo directed growth and expansion around the nasal pits to actively fuse with each other. Initial fusion is between lateral and medial nasal processes and is followed by fusion between maxillary and medial nasal processes. Fusion between these prominences involves active epithelial filopodial and adhering interactions as well as programmed cell death. Slight defects in growth and patterning of the facial mesenchyme or epithelial fusion result in cleft lip with or without cleft palate, the most common and disfiguring craniofacial birth defect. This review will summarize the current understanding of the basic morphogenetic processes and molecular mechanisms underlying upper lip development.

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Effects of Lower Rib Expansion Limitation on Maximal Respiratory Pressure and Abdominal Muscle Activity During Maximal Breathing in Healthy Subjects

  • Lee, Gyu-wan;Yoon, Tae-Lim;Lee, Young-jung;Kim, Ki-song;Yi, Chung-hwi
    • The Journal of Korean Physical Therapy
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    • v.32 no.6
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    • pp.394-399
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    • 2020
  • Purpose: The aim of this study was to determine the effects of lower rib cage lateral expansion limitation on the maximal inspiratory and expiratory pressures and on abdominal muscle activity during maximal respiratory breathing in healthy subjects. Methods: Fifteen healthy male subjects voluntarily participated in this cross-sectional study. During maximal breathing, maximal inspiratory and expiratory pressures were measured, and abdominal muscle activity was determined with using surface electromyography. Also, the measurement was repeated with using a non-elastic belt to the lower rib cage for limiting of lateral expansion. A Wilcoxon signed-rank test was performed for obtaining the statistical difference with a significance level of 0.05. Results: The findings of this study are as follows: 1) There were no significant differences in maximal inspiratory and expiratory pressure with and without lower rib cage lateral expansion (p>0.05), 2) There was no significant difference in abdominal muscle activity during the maximal inspiratory phase (p>0.05). However, right external oblique muscle activity decreased significantly during maximum exhalation with lower rib expansion limitation (p<0.05). Conclusion: The results of the current study indicate that a non-elastic belt was effective in decreasing right external oblique muscle activity during forced expiratory breathing in healthy subjects.

Deformation characteristics and stability analysis of semi-covered deep excavations with existing buildings

  • Linfeng Wang;Xiaohan Zhou;Tao Chen;Xinrong Liu;Peng Liu;Shaoming Wu;Feng Chen;Bin Xu
    • Geomechanics and Engineering
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    • v.34 no.1
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    • pp.87-102
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    • 2023
  • The cover plate and the building loads often make the semi-covered deep excavations with existing buildings bearing asymmetric load, presenting different deformation characteristics with normal excavations, which is not absolutely clear in current studies. Based on a typical engineering, the building storeys, the basement storeys, the pile length, the existence of the cover plate (CP) and the depth of the diaphragm walls (DW) were selected as variables, and 44 groups of simulation were designed to study the influence of existing buildings and the semi-covered supporting system on the deformation of the excavations. The results showed that the maximum lateral displacement of DW, δhm, and the depth of δhm, Hm, are affected seriously by the building storeys and the basement storeys. Asymmetric structures and loading lead to certain lateral displacement of DW at the beginning of excavation, resulting in different relationships between δhm and excavation depth, H. The maximum surface settlement outside the pit, δvm, increases significantly and the location, dm, moves away from the pit with the building storeys increases. δvm has a quadratic correlation with H due to the existing buildings. CP and building load will affect the style of the lateral displacement curve of DW seriously in different aspects.