• Title/Summary/Keyword: anchoring method

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Evaluation of LCD device parameters and rubbed surface of Polyimide by means of renormalized spectroscopic ellipsometry

  • Kimura, Munehiro;Hasegawa, G.;Sakamoto, H.;Akahane, T.
    • 한국정보디스플레이학회:학술대회논문집
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    • 2006.08a
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    • pp.1715-1718
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    • 2006
  • Evaluating method of the device parameters of liquid crystal display (LCD) by means of the renormalized transmission spectroscopic ellipsometry is demonstrated. Dielectric and elastic constant, threshold voltage, pretilt angle, cell gap and Anchoring strength coefficients can be evaluated from the measurement of ellipsometric parameters measured by the symmetrically oblique incidence transmission ellipsometry (SOITE). Furthermore, rapid evaluating method for rubbed polyimide film is also demonstrated.

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Septal Approach on Upper Blepharoplasty in Elderly Person (노화된 안검에서 상안검 교정술 시 안와 격막 접근법)

  • Oh, Eui-Sun;Yun, In-Sik;Park, Beyoung-Yun
    • Archives of Plastic Surgery
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    • v.37 no.5
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    • pp.659-666
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    • 2010
  • Purpose: Blepharoplasty plays a vital role in facial rejuvenation. Aging eyelids are the result of relaxation of lid structures as the skin, the orbicularis muscle, and mainly the septum, with subsequent protrusion or pseudoherniation of intraorbital fat contents. Traditional blepharoplasty has often involved the excision of excessive lax skin and muscle and removal of fat, leaving the eyelid unnatural and even causing the brow ptosis. The authors propose the septal approach through which the amount of skin excision can be decreased and solid fixation can be achieved in the upper blepharoplasty. Methods: From November 2007 to February 2010, total of 15 patients underwent upper blepharoplasty with septal approach. In 9 patients, orbital septum anchored into the orbital periosteum only. But in 6 patients, the attenuated septum was strengthened through shortening and fixing into orbital periosteum with non-absorbable suture. Results: Pleasing results were obtained from most of the patients. But one patient who had septum anchoring procedure complained of slight undercorrection, therefore secondary operation with septum shortening procedure was followed. Conclusion: We found that the method using orbital septum fixation into orbital periosteum has several advantages: less amount of skin excision, less recurrence rate, and more natural appearance. And the results were reliable and satisfactory.

Feasibility study of an earth-retaining structure using in-situ soil with dual sheet piles

  • An, Joon-Sang;Yoon, Yeo-Won;Song, Ki-Il
    • Geomechanics and Engineering
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    • v.16 no.3
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    • pp.321-329
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    • 2018
  • Classic braced walls use struts and wales to minimize ground movements induced by deep excavation. However, the installation of struts and wales is a time-consuming process and confines the work space. To secure a work space around the retaining structure, an anchoring system works in conjunction with a braced wall. However, anchoring cannot perform well when the shear strength of soil is low. In such a case, innovative retaining systems are required in excavation. This study proposes an innovative earth-retaining wall that uses in situ soil confined in dual sheet piles as a structural component. A numerical study was conducted to evaluate the stability of the proposed structure in cohesionless dry soil and establish a design chart. The displacement and factor of safety of the structural member were monitored and evaluated. According to the results, an increase in the clearance distance increases the depth of safe excavation. For a conservative design to secure the stability of the earth-retaining structure in cohesionless dry soil, the clearance distance should exceed 2 m, and the embedded depth should exceed 40% of the wall height. The results suggest that the proposed method can be used for 14 m of excavation without any internal support structure. The design chart can be used for the preliminary design of an earth-retaining structure using in situ soil with dual steel sheet piles in cohesionless dry soil.

Cervical Compressive Myelopathy due to Anomalous Bilateral Vertebral Artery

  • Ha, Eun Jin;Lee, Soo Eon;Jahng, Tae-Ahn;Kim, Hyun-Jib
    • Journal of Korean Neurosurgical Society
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    • v.54 no.4
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    • pp.347-349
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    • 2013
  • We report a very rare case of cervical compressive myelopathy by an anomalous bilateral vertebral artery (VA) entering the spinal canal at the C1 level and compressing the spinal cord. A 70-year-old woman had been suffering from progressive gait disturbance. Magnetic resonance imaging revealed that a bilateral VA at the V4 segment had abnormal courses and caused compression to the high cervical cord. VA repositioning was performed by anchoring a suture between the artery and around the arachnoid membrane and dentate ligament, and then, microvascular decompression using a Teflon sponge was done between the VA and the spinal cord. The weakness in the patient improved in the lower extremity after the operation. Anomalous VA could be one of the rare causes of cervical compressive myelopathy. Additionally, an anchoring suture and microvascular decompression around the VA could be a sufficient and safe method to indirectly decompress the spinal canal.

A Study on the Control of the Slew Motion of a Single Point Moored Ship (일점계류된 선박의 불안정 거동 방지에 관한 연구)

  • Lee, Seung-Keon;Kang, Dong-Hoon
    • Journal of Navigation and Port Research
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    • v.27 no.2
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    • pp.193-198
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    • 2003
  • The slew motion of a single point moored ship by the external forces is considered to control itself. The maneuvering equations of motion are derived to express the motion of a ship. The wind forces and the wave forces are considered as the external forces of the single point moored ship in the simulation. The wave forces in the time domain analysis are generated from the frequency transfer function calculated by 3-D source distribution method. The wind forces are used the results from OCIMF(1994). To control the slew motion, the bow thruster and the bridle anchoring with 2nd anchor are used in the numerical simulation.

Behavioral Biases on Investment Decision: A Case Study in Indonesia

  • KARTINI, Kartini;NAHDA, Katiya
    • The Journal of Asian Finance, Economics and Business
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    • v.8 no.3
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    • pp.1231-1240
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    • 2021
  • A shift in perspective from standard finance to behavioral finance has taken place in the past two decades that explains how cognition and emotions are associated with financial decision making. This study aims to investigate the influence of various psychological factors on investment decision-making. The psychological factors that are investigated are differentiated into two aspects, cognitive and emotional aspects. From the cognitive aspect, we examine the influence of anchoring, representativeness, loss aversion, overconfidence, and optimism biases on investor decisions. Meanwhile, from the emotional aspect, the influence of herding behavior on investment decisions is analyzed. A quantitative approach is used based on a survey method and a snowball sampling that result in 165 questionnaires from individual investors in Yogyakarta. Further, we use the One-Sample t-test in testing all hypotheses. The research findings show that all of the variables, anchoring bias, representativeness bias, loss aversion bias, overconfidence bias, optimism bias, and herding behavior have a significant effect on investment decisions. This result emphasizes the influence of behavioral factors on investor's decisions. It contributes to the existing literature in understanding the dynamics of investor's behaviors and enhance the ability of investors in making more informed decision by reducing all potential biases.

A Experimental Study on the Flexural Characteristics (GFRP로 보강된 RC보의 휨특성에 관한 실험적 연구)

  • 심종성;김규선;이석무;김경민
    • Proceedings of the Korea Concrete Institute Conference
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    • 1998.04b
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    • pp.559-565
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    • 1998
  • Flexural tests on 2.4m long reinforced concrete beams with epoxy-bonded GFRP plates are reported in these tests. The selected experimental variables are strengthening plate length, plate thickness, plate width and the method of anchoring the plate ends. The effects of these variables in overall behavior are discussed. The results generally indicate that the flexural strength of strengthened beams is increased. The ductile behavior of tested beams in inversely proportional to the plate thickness, plate width. The use of an U-jacket plate provided a proper anchorage system and improved the ductility of beams.

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A Study on the Lubrication Characteristics of Liquid Crystals (액정의 윤활특성에 관한 연구)

  • 임윤철;민지홍
    • Tribology and Lubricants
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    • v.8 no.1
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    • pp.30-37
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    • 1992
  • The displacement and pressure field of liquid crystals are analyzed numerically and compared with classical Reynolds theory. A plane slider bearing is employed as a simple example considering elasticity, permeability and splay effect which are the inherent characteristics of layered liquid crystals. Due to the geometric constraint of thin wedge and the strong anchoring behavior of the liquid crystals dislocations are inevitable. A finite element method is used to solve five coupled nonlinear equations. The load characteristics based on the pressure distribution along the gap shows that the liquid crystals can carry large load compared to the conventional lubricants.

New Photo-Alignment Materials for LCD as a Non-Rubbing Method.

  • Kumano, Atsushi;Takeuchi, Yasumasa;Nakata, Shoichi;Kimura, Masayuki
    • 한국정보디스플레이학회:학술대회논문집
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    • 2002.08a
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    • pp.953-956
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    • 2002
  • We successfully developed new photo-alignment materials which can be treated with linearly polarized UV (LPUV) light in near UV region. The alignment films were also shown to provide with surface anchoring as strong as that on rubbed polyimide when exposed to the LPUV light with warming up the substrate. It can be also able to control pretilt angle by introduction of alkyl side chain.

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Axial Load Behavior of Concrete Cylinders Confined with Fiber-Sheet and Steel-Plate Composites Plate (FSP) (섬유-강판 복합플레이트로 보강된 콘크리트 압축부재의 압축성능)

  • Cho, Baik-Soon;Choi, Eunsoo;Chung, Young-Soo;Kim, Yeon-Wook
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.31 no.4A
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    • pp.331-340
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    • 2011
  • The application of newly developed fiber-sheet and steel-plate composite plate (FSP) as a means of improving strength and ductility capacity of concrete cylinders under axial compression load through confinement is investigated experimentally in this study. An experimental investigation involves axial load tests of two types of FSP strengthening material, two anchoring methods, and three concrete strengths. The FSP-confined cylinder tests showed that FSP provided a substantial gain in compressive strength and deformability. The performance of FRP-confined cylinders was influenced by type of the FSP strengthening material, the anchoring method, and concrete compressive strength. The FSP failure strains obtained from FSP-confined cylinder tests were higher than those from FRP-confined cylinder tests. The magnitude of FSP failure strain was related to the FSP composite effectiveness. The effects of FSP confinement on the concrete microstructure were examined by evaluating the internal concrete damage using axial, radial, and volumetric strains. From the observations obtained in this investigation, it is believed that FSP is one of the best solutions for the confinement of concrete compressive members.