• 제목/요약/키워드: fixed form

검색결과 803건 처리시간 0.032초

올바른 한국의 정형시 '시조' 쓰기 연구 (A Study on the Right Writings for Sijo - the Korean Poetry of a Fixed Form)

  • 박인과
    • 문화기술의 융합
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    • 제2권1호
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    • pp.13-33
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    • 2016
  • 예술, 그 중에서도 문학은 인류의 감성에 늘 붙어 이야기하면서 글을 접한 타자를 울리기도 하고 웃기기도 한다. 그러한 문학의 치료적 기능의 관점에서 시를 어떻게 써야 하는지에 대한 통찰은 매우 유익한 것으로 기억될 것이다. 삶이라는 무형적 정형의 틀에 대한 문학의 치료적 효과는 물론 정형의 시에서 극한의 결과를 획득할 수 있다. 그러면, 정형의 틀 안에 어떻게 자유로운 인체의 뉴런에 관계된 면역시스템이나 문학의 약을 스며들게 할 것인가에 대한 탐색은 더욱 더 우리의 창작적 기법의 필요를 가중시킨다. 본 연구를 통해 "올바른 한국의 정형시 '시조' 쓰기"는 문학치료 효과를 더욱 확장시키며 삶의 질을 풍요롭게 해주는 것으로 판단되었다. 본고는 그러한 글쓰기 혹은 마음 쓰기에 대한 방법론을 제시하려고 한다.

The Effect of Form Factors and Control Types on Unsorted List Search for Full Touch Phone

  • Lee, Jong-Kee;Park, Jae-Kyu;Kim, Jun-Young;Choe, Jae-Ho;Jung, Eui-S.
    • 대한인간공학회지
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    • 제31권2호
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    • pp.309-317
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    • 2012
  • Objective: The aim of this paper is to inquire into the influences form factors and control types affect a search time and comfort at list menu of full touch phone. Background: Various studies have been proceeded that are related to the optimum touch area for enhancing usability of control and legibility in mobile touch device. In the environment of list menu which is widely used to provide various information effectively, however, not only comprehensive consideration for legibility and control is to be seek but also research for control type which is to scroll a list. Method: This study executed form factor experiment to inquire into the influence that font size, height of row and fixed area affect searching time and comfort in the while information processing even if the information on the list is unsorted in alphabetical order. Among the result of form factor experiment, control type experiment was executed by selecting shortest performance time, highest legibility comfort and control comfort. Control type experiment was implemented to figure out the influence which existing flicking type, scrolling bar type, newly established button page type and button raw types affect performance time and subjective comfort depending on location of the information. Results: Font size 12pt, height of row 7mm and fixed area 15mm was shortest performance time and got highest comfort and legibility score in form factor experiment. A Button page which was newly proposed type was shortest performance time and got highest comprehensive comfort in control type experiment. Conclusion: Form factor experiment showed similar results with the study through reading a long passage of character or controlling a grid icon type. However, height of row turned out to affect not only touch area for control but also legibility by ruling space between the lines. Button page type which was newly proposed showed shortest performance time and got highest comprehensive comfort. Because Button page type needs few finger movements than other control types and implements search in the fixed form, unlikely other type which list keeps moving. Application: This study should be applied in deciding form factors and control type for scroll when designing a list menu of full touch phone.

A Study on Versatile Chair Design Reflecting Users' Behavior

  • Kim, Gwang-Hee;Choi, Kyung-Ran;Sung, Yun-Jung
    • 한국가구학회지
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    • 제22권3호
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    • pp.151-159
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    • 2011
  • This study is to suggest versatile chair designs that are organically shaped to take individual orientation. This study intends to provide design method to ensure the face of the chair that contacts the body of its user is transformed flexibly to support the body. The movement of human body is not just a behavior but the ways and tools that reflexively express against external stimuli that are sensed and identified by the person. The versatile chair whose users' sitting position is fixed is made by covering the lump form with a piece of cloth ensuring that the content is firmly fixed and by placing the beads-woven wood fabric according to the shape. And then, it is covered with the external cover. The proposed versatile chair designs assume specific forms as follows: First, it is a versatile chair whose user's sitting position can fix. The organically-shaped form that can accept varying postures is made as a mass, which changes into different shapes when human body touches the form so that users can lie down or sit. Due to such transformation, body posture is determined and individual differences in shape changing are all acceptable. Second, it is a versatile chair that reflects the user's position in a fixed chair, where a cloth-wrapper feature is applied to the form a sifit wrapped postures so that a variety of body postures can be accepted. Finally, a versatile chair that reflects the user's position by changing the shape of is covered with forms so that it will be transformed and used in accordance with situations and chair shapes and reflect multiple shapes including round or square ones.

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새로운 6자유도 병렬 매니퓰레이터의 기구학 해석 (Kinimatic Analysis of a New Clss of 6-DOF Parallel Manipulator)

  • 변용규;조형석
    • 대한기계학회논문집A
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    • 제20권2호
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    • pp.414-430
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    • 1996
  • In this paper, a new kinematic structure of a parallel manipulator with six Cartesian degrees of freedom is proposed. It consists of a platform which is connected to a fixed base by means of 3-PPSP(parameters P, S denote the prismatic, spherical joints) subchains. Each subchain has a link which is concected to a passive prismatic joint at the one end and a passive spherical joint at the other. The spherical joint is then attached to perpendicularly arranged prismatic actuators which are fixed at the base. The spherical joint is then attached to perpendicularly arranged prismatic actuators which are fixed at the base. This arrangement provides a basis to control all six Cartesian degrees of motion of the platform in space. Due to its efficient architecture, the colsed-form solutions of the inverse and forward kinematics can be obtained. As a consequence, this new kinematic structure can be servo controlled using simple inverse kinematics becaese forward kinematics allows for measuring the platform's position and orientation in Cartesian space. Furthermore, the proposed structure provides an effective functional workspace. Series of simulations are performed to verify the results of the kinematics analyses.

고정 파라미터를 갖는 단순화된 퍼지 PID 제어기의 제안과 안정도 분석 (Stability Analysis and Proposal of the Simplified Form of a Fuzzy PID Controller with Fixed Parameters)

  • 이병결;김인환;김종화
    • 한국지능시스템학회논문지
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    • 제14권7호
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    • pp.807-815
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    • 2004
  • 본 논문은 고정 파라미터를 갖는 퍼지 PID제어기의 설계방법을 기술하고 컴퓨터 연산 시간을 줄일 수 있는 단순화된 퍼지 PID제어기를 제안하며 제안한 제어기의 안정도를 분석한다. 안정도 분석을 위해 사용한 소이득 정리로부터 전체 피드백 시스템의 BIBO 안정도의 실제적인 충분조건을 유도하고, 유도한 안정 조건으로부터 안정한 선형 PID제어기의 파라미터로부터 퍼지 PID제어기의 파라미터를 결정하는 방법을 고찰한다. 마지막으로 선형 시스템과 비선형 시스템에 대한 컴퓨터 시뮬레이션을 실시하고 비선형 퍼지 PID제어기의 시뮬레이션 결과를 선형 PID제어기의 시뮬레이션 결과와 비교하여 성능을 확인한다.

Seismic response of bridge pier supported on rocking shallow foundation

  • Deviprasad, B.S.;Dodagoudar, G.R.
    • Geomechanics and Engineering
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    • 제21권1호
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    • pp.73-84
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    • 2020
  • In the seismic design of bridges, formation of plastic hinges plays an important role in the dissipation of seismic energy. In the case of conventional fixed-base bridges, the plastic hinges are allowed to form in the superstructure alone. During seismic event, such bridges may be safe from collapse but the superstructure undergoes significant plastic deformations. As an alternative design approach, the plastic hinges are guided to form in the soil thereby utilizing the inevitable yielding of the soil. Rocking foundations work on this concept. The formation of plastic hinges in the soil reduces the load and displacement demands on the superstructure. This study aims at evaluating the seismic response of bridge pier supported on rocking shallow foundation. For this purpose, a BNWF model is implemented in OpenSees platform. The capability of the BNWF model to capture the SSI effects, nonlinear behavior and dynamic loading response are validated using the centrifuge and shake table test results. A comparative study is performed between the seismic response of the bridge pier supported on the rocking shallow foundation and conventional fixed-base foundation. Results of the study have established the beneficial effects of using the rocking shallow foundation for the seismic response analysis of the bridge piers.

독성산업폐수의 생물학적 처리 (Biological Treatability of Toxic Industrial Wastewater)

  • 원성연;박승국;정근욱
    • 환경위생공학
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    • 제14권4호
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    • pp.172-179
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    • 1999
  • In this research, biological treatability test was conduced using seawater flocculated tannery wastewater by fixed biofilm reactor. During one cycle, the removal efficiency of organic corbon obtained with fixed biofilm process for treating tannery wastewater was considerably greater than that with activated sludge process. As the hydraulic retention time increased form 0.5day to 4day, removal efficiency of organic carbon was increased from 72% to 87.3%. Attached biomass in media increased with influent organic loading up to 29g MLSS/L, that could reduce the specific organic loading rate. The continual measurement of attached biomass was possible for the operation of the biofilm reactor. Equal and low nitrication rates were observed in both suspended growth activated sludge process and fixed biofilm process, despite commercial nitrifier was seeded. Through the process of treating the tannery wastewater, EC50 values which is measured by the use of Ceriopdaphnia dubia, were decreased to the extent of 50% after treatment of seawater flocculation and of 83% after biological treatment, respectively, compared to those of the untreated wastewater.

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파라미터 불확실성 시스템에 대한 비약성 제어기 설계에 관한 연구 (A Study on Non-Fragile Controller Design for Parameter Uncertain Systems)

  • 박성욱;오준호
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 2000년도 제15차 학술회의논문집
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    • pp.272-272
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    • 2000
  • since the controller is part or the overall closed-Loop system, it is necessary that the designed controller be able to tolerate some uncertainty in its coefficients. The adequate stability and performance margins are required for the designed nominal controllers. In the paper. we study the method to design the non-fragile fixed-structured controller for real parametric uncertain systems. When we impose the controller parameter perturbation, the structure of the controller must be given. Therefore, we assume that the controller has fixed-structure. The fixed-structure controller is practically necessary especially when the robust controller synthesis results in a high-order controller. In SISO systems, we propose the robust controller design method using the Mapping theorem. In the method, the plant uncertainty and controller Parameter are of the multilineal form in the stability and performance conditions. Then, the controller synthesis problem is easily recast to Linear Programming Problem.

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Polynomials satisfying f(x-a)f(x)+c over finite fields

  • Park, Hong-Goo
    • 대한수학회보
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    • 제29권2호
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    • pp.277-283
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    • 1992
  • Let GF(q) be a finite field with q elements where q=p$^{n}$ for a prime number p and a positive integer n. Consider an arbitrary function .phi. from GF(q) into GF(q). By using the Largrange's Interpolation formula for the given function .phi., .phi. can be represented by a polynomial which is congruent (mod x$^{q}$ -x) to a unique polynomial over GF(q) with the degree < q. In [3], Wells characterized all polynomial over a finite field which commute with translations. Mullen [2] generalized the characterization to linear polynomials over the finite fields, i.e., he characterized all polynomials f(x) over GF(q) for which deg(f) < q and f(bx+a)=b.f(x) + a for fixed elements a and b of GF(q) with a.neq.0. From those papers, a natural question (though difficult to answer to ask is: what are the explicit form of f(x) with zero terms\ulcorner In this paper we obtain the exact form (together with zero terms) of a polynomial f(x) over GF(q) for which satisfies deg(f) < p$^{2}$ and (1) f(x+a)=f(x)+c for the fixed nonzero elements a and c in GF(q).

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Plastic collapse of tapered, tip-loaded cantilevered beams

  • Wilson, James F.;El-Esnawy, Nayer A.
    • Structural Engineering and Mechanics
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    • 제9권6호
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    • pp.569-588
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    • 2000
  • The plastic collapse loads and their locations are predicted for a class of tapered, initially curved, and transversely corrugated cantilevered beams subjected to static tip loading. Results of both closed form and finite element solutions for several rigid perfectly plastic and elastic perfectly plastic beam models are evaluated. The governing equations are cast in nondimensional form for efficient studies of collapse load as it varies with beam geometry and the angle of the tip load. Static experiments for laboratory-scale configurations whose taper flared toward the tip, complemented the theory in that collapse occurred at points about 40% of the beams length from the fixed end. Experiments for low speed impact loading of these configurations showed that collapse occurred further from the fixed end, between the 61% and 71% points. The results may be applied to the design of safer highway guardrail terminal systems that collapse by design under vehicle impact.