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Perspective Projection Using $VolumePro^{TM}$ in Virtual Endoscopy (가상 내시경에서 볼륨프로 하드웨어를 이용한 투시투영 기법)

  • 임석현;신병석
    • Proceedings of the Korean Information Science Society Conference
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    • 2002.04a
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    • pp.709-711
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    • 2002
  • 볼륨렌더링(volume rendering)은 3차원의 물체 내부를 가시화하기 위한 기법이다. 여기서는 물체를 복셀(voxel)이라 불리는 미소한 입방체나 미립자의 집합으로 표현하며 의료영상 등 다양한 분야에 이용된다. 볼륨렌더링은 전통적인 렌더링 방법으로 표현할 수 없는 물체의 내부나 반투명한 물체를 표현할 수 있는 장점이 있다. 하지만 방대한 데이터를 다루기 때문에 컴퓨터의 성능이 좋아야 하고 처리시간이 오래 걸린다. 미츠비시사는 PC에서 쉬어-웝(shear-warf) 방법을 기반으로 실시간 볼륨렌더링을 할 수 있는 전용 하드웨어인 볼륨프로(VolumePro)를 발표했다. 하지만 볼륨프로는 직교투영만을 하기 때문에 투시투영을 하지 못한다는 단점을 가지고 있다. 본 논문에서는 볼륨프로의 크로핑(Cropping)을 이용한 서브볼륨(Subvo1ume)을 활용하여 투시투영에 근접한 효과를 보여주는 방법을 제안한다.

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GENERAL VARIATIONAL INCLUSIONS AND GENERAL RESOLVENT EQUATIONS

  • Liu, Zeqing;Ume, Jeong-Sheok;Kang, Shin-Min
    • Bulletin of the Korean Mathematical Society
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    • v.41 no.2
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    • pp.241-256
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    • 2004
  • In this paper, we introduce and study a new class of variational inclusions, called the general variational inclusion. We prove the equivalence between the general variational inclusions, the general resolvent equations, and the fixed-point problems, using the resolvent operator technique. This equivalence is used to suggest and analyze a few iterative algorithms for solving the general variational inclusions and the general resolvent equations. Under certain conditions, the convergence analyses are also studied. The results presented in this paper generalize, improve and unify a number of recent results.

NONLINEAR CONTRACTIONS IN PARTIALLY ORDERED QUASI b-METRIC SPACES

  • Shah, Masood Hussain;Hussain, Nawab
    • Communications of the Korean Mathematical Society
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    • v.27 no.1
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    • pp.117-128
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    • 2012
  • Using the concept of a g-monotone mapping we prove some common fixed point theorems for g-non-decreasing mappings which satisfy some generalized nonlinear contractions in partially ordered complete quasi b-metric spaces. The new theorems are generalizations of very recent fixed point theorems due to L. Ciric, N. Cakic, M. Rojovic, and J. S. Ume, [Monotone generalized nonlinear contractions in partailly ordered metric spaces, Fixed Point Theory Appl. (2008), article, ID-131294] and R. P. Agarwal, M. A. El-Gebeily, and D. O'Regan [Generalized contractions in partially ordered metric spaces, Appl. Anal. 87 (2008), 1-8].

GENERALIZED MULTIVALUED QUASIVARIATIONAL INCLUSIONS FOR FUZZY MAPPINGS

  • Liu, Zeqing;Ume, Jeong-Sheok;Kang, Shin-Min
    • The Pure and Applied Mathematics
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    • v.14 no.1 s.35
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    • pp.37-48
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    • 2007
  • In this paper, we introduce and study a class of generalized multivalued quasivariational inclusions for fuzzy mappings, and establish its equivalence with a class of fuzzy fixed-point problems by using the resolvent operator technique. We suggest a new iterative algorithm for the generalized multivalued quasivariational inclusions. Further, we establish a few existence results of solutions for the generalized multivalued quasivariational inclusions involving $F_r$-relaxed Lipschitz and $F_r$-strongly monotone mappings, and discuss the convergence criteria for the algorithm.

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Properties on the Quality Characteristics of Muffin Added with Sugaring Ume Puree (당절임 매실과육즙 첨가에 따른 머핀의 품질특성)

  • 이은희;최옥자;심기훈
    • Food Industry And Nutrition
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    • v.9 no.1
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    • pp.58-65
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    • 2004
  • 매실(Pruno mume Sieb. et Zucc)은 장미 나무과의 앵두나무 속에 속하는 핵과류로서 원산지는 중국이며, 아시아 대륙의 동남부인 한국, 중국, 일본의 온난한 지역에만 분포하는 동양의 고유한 품종이다. 3,000년전 중국의 고서 신농본초경(神農本草經)에 의하면 매실은 가장 오래된 과수의 일종으로서 약용으로 사용되어 왔다고 하였다(1). 우리나라에서는 삼국시대부터 관상용으로 정원에 심었고, 열매를 이용한 것은 한의학이 도입된 고려중엽부터라고 하였다(2). 매실을 본격적으로 재배하기 시작한때는 신품종이 도입된 1980년대 초부터이며, 1980년 재배면적 및 생산량이 150 ha, 913톤인데 비하여 2000년도에는 1,034ha, 7743톤으로 급증하였다(3). (중략)

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Der anti-theatralische Topos im modernen Theater -Die Ästhetik der Abwesenheit und des Webens- (현대 연극의 반-연극적 지형 -부재와 직조의 미학-)

  • Lee, Kyung-Mi
    • Journal of Korean Theatre Studies Association
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    • no.40
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    • pp.277-305
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    • 2010
  • Die heutigen Experimente, die seit fast 20 Jahren in den Theaterbereiche $durchgef{\ddot{u}}hrt$ werden, sind so verschieden, $da{\ss}$ wir gar nicht voraussehen $k{\ddot{o}}nnen$, wieweit sie ihre Grenze mehr erweitern werden. Sie brechen alle vertrauten theatralischen Konventionen, ob diese Konventionen mit Text, Schauspielkunst oder Raum usw. zu tun haben. Und sie fragen sich selbst, was Theater in der heutigen simulierten Gesellschaft bedeuten soll. Die vorliegende Arbeit untersucht anhand einigen $Auff{\ddot{u}}hrungen$, die von solchen Selbstbefragen ausgehen, wieweit sie sich von den tradtionellen Theaterabeiten entfernen und welche neue $Theater{\ddot{a}}sthetik$ sie herzustellen versuchen, um der $gegenw{\ddot{a}}rtigen$ Gesellschaft, besonders nach 1990 Jahre, zu entsprechen. Nach dem Zusammenbruch des Ost-Blocks hat sich die Welt radikaler denn je $ver{\ddot{a}}ndert$. Durch die $revolution{\ddot{a}}ren$ Technologien wie Mobilfunk und Internet verwischen sich die Grenzen zwischen Wirklichkeit und Fiktion, zwischen Original und Nicht-original mehr und mehr. Die letztliche globale Finanz- und Wirtschaftskriese hat die ganze Welt in Schockzustand versetzt, aber man scheint bei den verschiedenen Schreckenzeneraien und den negativen Meldungen daraus noch keine "Lehre" gezieht zu haben. Die Experimente, die in dem Bereich der zeitigen Theaterarbeiten gewagt werden, sind die Versuche, die Theater selbst macht, um eine den radikalen gesellschaflichen $Ver{\ddot{a}}nderungen$ entsprechende neue $k{\ddot{u}}nstliche$ Aufgabe zu suchen. In dieser Arbeit $m{\ddot{o}}chte$ ich sie, $ant{\acute{i}}-theatralische$ Strategien nennen, weil sie jenseits der konventionellen theatralischen Arbeitsweise liegen. Diese $R{\ddot{a}}ume$, wo solche $Auff{\ddot{u}}hrungen$ gespielt werden und $nat{\ddot{u}}rlich$ auch den Zuschauerraum $einschlie{\ss}en$, sind, die $R{\ddot{a}}ume$ des Abwesenheit und des Abweichens,,, weil sie dem $gew{\ddot{o}}hnlichen$ Wunsch des Publikums, alles zu sehen, entgegenkommen. Sie fordern dem Zuschauer, der auch zu ihren wichtigen theatralische Element $geh{\ddot{o}}rt$, $da{\ss}$ er an ihren $Auff{\ddot{u}}hrungen$ mit den ganz anderen Sichtweise als den ${\ddot{u}}berlieferten$ aktiv, teilnehmen, $mu{\ss}$. Sie wollen ihre $Auff{\ddot{u}}hrungen$ zu den $Erfahrungsr{\ddot{a}}umen$ machen, wo der Zuschauer ${\ddot{u}}ber$ sich und sein eigenes Leben selbst reflektieren kann, indem er die wahrgenommenen Ereignisse zu seinen eigenen Erfahrungen $zusammenf{\ddot{u}}gt$. Dadurch wird die Dichtonomie zwischen den Sichtbaren und den Nicht-Sichtbaren $entsch{\ddot{a}}rft$.

Seismic assessment and retrofitting of existing structure based on nonlinear static analysis

  • Ni, Pengpeng
    • Structural Engineering and Mechanics
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    • v.49 no.5
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    • pp.631-644
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    • 2014
  • Seismic assessment and retrofitting of existing structure is a complicated work that typically requires more sophisticated analyses than performing a new design. Before the implementation of a Code for seismic design of buildings (GBJ 11-89), not enough attention has been paid on seismic performance of structures and a great part of the existing reinforced concrete structures built in China have been poorly designed according to the new version of the same code (GB 50011-2010). This paper presents a case study of seismic assessment of a non-seismically designed reinforced concrete building in China. The structural responses are evaluated using the nonlinear static procedure (the so-called pushover analysis), which requires its introduction within a process that allows the estimation of the demand, against which the capacity is then compared with. The capacity of all structural members can be determined following the design code. Based on the structural performance, suitable retrofitting strategies are selected and implemented to the existing system. The retrofitted structure is analyzed again to check the effectiveness of the rehabilitation. Different types of retrofitting strategy are discussed and classified according to their complexity and benefits. Finally, a proper intervention methodology is utilized to upgrade this typical low-rise non-ductile building.

Seismic fragility curves of single storey RC precast structures by comparing different Italian codes

  • Beilic, Dumitru;Casotto, Chiara;Nascimbene, Roberto;Cicola, Daniele;Rodrigues, Daniela
    • Earthquakes and Structures
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    • v.12 no.3
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    • pp.359-374
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    • 2017
  • The seismic events in Northern Italy, May 2012, have revealed the seismic vulnerability of typical Italian precast industrial buildings. The aim of this paper is to present a seismic fragility model for Italian RC precast buildings, to be used in earthquake loss estimation and seismic risk assessment by comparing two building typologies and three different codes: D.M. 3-03-1975, D.M. 16-01-1996 and current Italian building code that has been released in 2008. Based on geometric characteristics and design procedure applied, ten different building classes were identified. A Monte Carlo simulation was performed for each building class in order to generate the building stock used for the development of fragility curves trough analytical method. The probabilistic distributions of geometry were mainly obtained from data collected from 650 field surveys, while the material properties were deduced from the code in place at the time of construction or from expert opinion. The structures were modelled in 2D frameworks; since the past seismic events have identified the beam-column connection as the weakest element of precast buildings, two different modelling solutions were adopted to develop fragility curves: a simple model with post processing required to detect connection collapse and an innovative modelling solution able to reproduce the real behaviour of the connection during the analysis. Fragility curves were derived using both nonlinear static and dynamic analysis.

Study on Electrocatalytic Water Oxidation Reaction by Iridium Oxide and Its Bubble Overpotential Effect (산화 이리듐의 물의 산화반응에 대한 버블 과전압 현상과 촉매 특성 연구)

  • Kim, Jeong Joong;Choi, Yong Soo;Kwon, Seong Jung
    • Journal of the Korean Electrochemical Society
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    • v.16 no.2
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    • pp.70-73
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    • 2013
  • Iridium oxide is well known as an electrocatalyst for the water oxidation. Recently, Dr. Bard's group observed the electrocatalytic behavior of individual nanoparticle of Iridium oxide using the electrochemical amplification method by detecting the single nanoparticle collisions at the ultramicroelectrode (UME). However, the electrocatalytic current is decayed as a function of time. In this study, we investigated that the reason of electrocatalytic current decay of water oxidation at Iridium oxide nanoparticles. We identified it is due to the bubble overpotential because the cyclic current decay and recovery were synchronized to the oxygen bubble growth and coming away from an Iridium disk electrode.

Evaluation of seismic assessment procedures for determining deformation demands in RC wall buildings

  • Fox, Matthew J.;Sullivan, Timothy J.;Beyer, Katrin
    • Earthquakes and Structures
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    • v.9 no.4
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    • pp.911-936
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    • 2015
  • This work evaluates the performance of a number of seismic assessment procedures when applied to a case study reinforced concrete (RC) wall building. The performance of each procedure is evaluated through its ability to accurately predict deformation demands, specifically, roof displacement, inter-storey drift ratio and wall curvatures are considered as the key engineering demand parameters. The different procedures include Direct Displacement-Based Assessment, nonlinear static analysis and nonlinear dynamic analysis. For the latter two approaches both lumped and distributed plasticity modelling are examined. To thoroughly test the different approaches the case study building is considered in different configurations to include the effects of unequal length walls and plan asymmetry. Recommendations are made as to which methods are suited to different scenarios, in particular focusing on the balance that needs to be made between accurate prediction of engineering demand parameters and the time and expertise required to undertake the different procedures. All methods are shown to have certain merits, but at the same time a number of the procedures are shown to have areas requiring further development. This work also highlights a number of key aspects related to the seismic response of RC wall buildings that may significantly impact the results of an assessment. These include the influence of higher-mode effects and variations in spectral shape with ductility demands.