• 제목/요약/키워드: Design Formula

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2거더 강합성교를 위한 장지간 바닥판 설계 휨모멘트 (Design Bending Moments For Long-Span Slab On a Composite Two-Girder Bridge)

  • 윤혜진;조창빈;김병석
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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    • pp.754-757
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    • 2004
  • This study was performed to propose design bending moment formula for long-span slab on a composite two-girder bridge. FEM models representing slab spaning between 4m and 12m were analyzed, and parameters such as girder flexibility and orthotropy of slab were considered. By regression of the parametric analyses results, the moment formula that can predict the design moment with reasonable margin of safety and correctness was developed. The research also showed that the design bending moment from Korean Bridge Design Code overestimated the design moment for the span length under gm, and underestimated for the span length over 9m.

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반복조사에서 설계요소를 반영한 표본수 결정 (Sample size determination using design effect formula for repeated surveys)

  • 박인호;황현길
    • 응용통계연구
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    • 제32권4호
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    • pp.643-652
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    • 2019
  • 본 연구에서는 반복조사의 표본재설계에서 설계요소를 반영한 표본수 결정 방법을 제안하였다. 제안된 방법은 다단추출과 층화다단추출 등에 적용할 수 있으며 시점간 모집단 구성 변화, 집락효과, 표본할당 등의 주된 설계요소가 갖는 표본오차에 대한 영향력을 구분하여 반영하므로 보다 전략적인 표본수 결정이 가능할 수 있다.

조명공식을 이용한 시뮬레이션도구의 정확성에 관한 연구 - 점조도 공식과 Lightscape 결과 비교를 중심으로 - (A Study on the exactitude of simulation tool by using Illuminate formula - Focused on the comparing result of Point method and Lightscapet -)

  • 김철훈;이정욱
    • 한국실내디자인학회:학술대회논문집
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    • 한국실내디자인학회 2006년도 춘계학술발표대회 논문집
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    • pp.240-243
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    • 2006
  • This thesis is a study on the exactitude of Simulation Tool by using illuminate formula. Lightscape looks like general 3d program, but is a lighting simulation program that set up the properties of materials and light-sources about the model. This thesis calculates illuminance by a formula and simulates a light simulation using Lightscape for two luminaires data in space of ideal environment. As then each value was compared. As a result we got an error under 1% on the whole.

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마찰감쇠기가 설치된 비선형 단자유도 건물의 등가감쇠비 (Equivalent Damping Ratio of the Inelastic SDOF Structures with Friction Damper)

  • 김형섭;민경원;이상현;박지훈;문병욱
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2004년도 가을 학술발표회 논문집
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    • pp.492-499
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    • 2004
  • The purpose of this paper is to present a design procedure of coulomb friction dampers for controlling elastic and inelastic responses of building structures. The equivalent damping and frequency increased by the friction damper are estimated using ATC-40 and ATC-55 procedures which provide equivalent linear system for bilinear one, and then a design formula to achieve target performance response level by friction damper is presented. It is identified that there exists error between the responses obtained by this formula and by performing nonlinear analysis and the features of the error vary according to the hardening ratio, yield strength ratio, and structural period. Equations for compensating this er개r are reposed based on the least square method, and the results from numerical analyses indicate that the error is significantly reduced, and the proposed formula can be used without much error for designing coulomb friction damper for retrofitting a structure showing elastic or inelastic behavior.

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컴퓨터 프로그램을 이용한 접지설계 (Grounding Grid Design Using Computer Program)

  • 최종기;안용호;정길조
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2002년도 춘계학술대회 논문집 유기절연재료 전자세라믹 방전플라즈마 일렉트렛트 및 응용기술
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    • pp.165-169
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    • 2002
  • Grounding grid design of substation and power generating plant has been conducted based on IEEE Std 80 or 665, which provides simple formula to estimate grounding performance such as grounding resistance, max. step and touch voltage. Although these formula are applicable for many situations, they contains many assumptions and consequent limits of application. This paper shows the limits of IEEE formula and the virtue of estimating grounding performance of grid using numerical method or computer program.

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연약지반에 있어 N치에 의한 기초공법 대책연구 (On the Counter Plan of Foundation Method being based on N-Value in the Soft-Ground)

  • 이용희;이대명
    • 한국항만학회지
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    • 제10권2호
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    • pp.69-90
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    • 1996
  • This study is related to save the bearing capacity from using Meyerhof formula namely, static mechanics formula with the S.P.T(N value) of the soft ground and is to choose the soft ground improvement method by the using of total load for the proper method of the pile foundation and then to design the most suitable pile foundation to fit the actual circumstance. The purpose of this study is calculating the diameter of the pile foundation by static mechanics formula and introducing the optimum design condition from the result of the bearing capacity for using N value of the S.P.T obtained from the deep soft ground about the piles such as P.H.C pile, pipe and cast-in-place pile of big diameter, etc. As above-mentioned, it is considered that the use of P.H.C pile or pipe pile is advisable on the synthetical investigation and that the selection of cast-in-place pile method is desirable in terms of the constructive safety and durability.

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Flare Skirt 디자인의 밑단 둘레 계산방법(計算方法) 연구(硏究) (The Calculating Method Study of the Hem Circumference in Designing Flare Skirt)

  • 정형도;박정애;유태순
    • 패션비즈니스
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    • 제1권4호
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    • pp.49-54
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    • 1997
  • Methods of the flare skirt pattern making are presented variously among foreign and domestic test books. Three of them are : First the method is using the basic skirt pattern, secondly the method is quartering rectangle of skirt length $\times\frac{W}4$, finally the method is substituting waist size for formula. But, these books don't include the calculating method of the hem circumference. This calculating method express the shape of flare skirt and the using length of trimming -race and frill-. This study aims at proposing the calculating formula of the hem circumference and the standardization of pattern making technical skill. The result were as follows. 1. The calculating formula of hem circumference had regular ratio in $180^{\circ}$, $270^{\circ}$ and $360^{\circ}C$ flare. That was (HEM) = $(\frac{(5\;{\times}\;(W\;+\;1)}{4\;{\times}\;A}+(SK.L))\;{\times}\;A\;{\times}\;0.785$. A was 4 in $180^{\circ}$, 6 in $270^{\circ}$, 8 in $360^{\circ}$. 2. The error of hem circumference from 46 to 86 centimeter of waist size was between 0.11875 and -0.63125 centimeter in $180^{\circ}$, $270^{\circ}$ and $360^{\circ}$ flare skirt. This formula was less in the error.

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쌀 전분의 유동성을 함유한 영.유아용 조제분유의 공정 관리 (In-Process Control of an Infant Formula with Rice Starch using Rheology)

  • 허영석
    • Journal of Dairy Science and Biotechnology
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    • 제26권2호
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    • pp.45-49
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    • 2008
  • We studied the feasibility of monitoring and controlling the manufacturing process of an infant formula with rice starch by testing in-process samples using rheology. We used DSC to first determine the gelatinization temperature of the rice starch, a key ingredient of this product. With this characteristic temperature and the process design known, rheological measurements were conducted on the in-process samples for detecting the presence and extent of gelatinization and retrogradation of rice starch; in-process samples were collected from the carbohydrate tank, after the homogenizer, and the finished product tank. The correlation between the rheological measurements on these samples and manufacturing performance proved that rheology is a very sensitive tool for monitoring the structural development of this infant formula during main process, and their influence on sterilization efficiency. We observed that the lower degree of gelatinization during main process, a shorter residence time in the finished product tank, and using caustic flush rather than clean-in-place additively lead to higher sterilization efficiency. These findings can be utilized for a rational design and analysis of the manufacturing process for infant formulas containing rice starch.

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초고성능 콘크리트(K-UHPC) 구조물의 균열폭 평가 (Evaluation of the Crack Width of the Ultra High Performance Concrete(K-UHPC) Structures)

  • 곽임종;이정우;김지상;조창빈
    • 한국안전학회지
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    • 제27권6호
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    • pp.99-108
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    • 2012
  • Ultra High Performance Concrete(UHPC) has compressive strength higher than 180 MPa. The use of steel fibers in the dense UHPC matrix increases tensile strength, ductility and bond strength between UHPC and rebars. However, to apply the advance material behavior of UHPC to the design of a structure, we need design formulas. The crack formula is one of them. This paper investigated experimentally the bond behavior of a rebar and K-UHPC, the UHPC developed by Korea Institute of Construction Technology, and, modified CEB-FIP crack formula based on the test. In addition, this paper tested the crack behavior of K-UHPC reinforced with rebars to verify the modified crack formula. The result showed that the modified formula is reasonable to predict the width of cracks in the reinforced K-UHPC structures.

Correction of resonance frequency for RF amplifiers based on superconducting quantum interference device

  • Lee, Y.H.;Yu, K.K.;Kim, J.M.;Lee, S.K.;Chong, Y.;Oh, S.J.;Semertzidis, Y.K.
    • 한국초전도ㆍ저온공학회논문지
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    • 제20권4호
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    • pp.6-10
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    • 2018
  • Low-noise amplifiers in the radio-frequency (RF) band based on the direct current (DC) superconducting quantum interference device (SQUID) can be used for quantum-limited measurements in precision physics experiments. For the prediction of peak-gain frequency of these amplifiers, we need a reliable design formula for the resonance frequency of the microstrip circuit. We improved the formula for the resonance frequency, determined by parameters of the DC SQUID and the input coil, and compared the design values with experimental values. The proposed formula showed much accurate results than the conventional formula. Minor deviation of the experimental results from the theory can be corrected by using the measured geometrical parameters of the input coil line.