• 제목/요약/키워드: trigonometric function

검색결과 137건 처리시간 0.022초

AR 플랫폼을 사용하지 않는 실제 방 기반 인테리어 시뮬레이션 연구 (A Study on Interior Simulation based on Real-Room without using AR Platforms)

  • 최규석;김준건;임창묵
    • 한국인터넷방송통신학회논문지
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    • 제22권1호
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    • pp.111-120
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    • 2022
  • 가구는 실내에서 다른 구조물과 잘 어울리는지 확인하는 것이 구매결정에 있어서 필수적이며 COVID-19 사태로 인한 언택트 마케팅 상황에서는 더욱 중요한 요소가 되고 있다. 이에 따라 가구 배치 인테리어 시뮬레이션을 위해 ARCore, ARKit 등 AR(Augmented Reality) 오픈 소스의 등장으로 AR을 이용한 길이 측정법이 등장하고 있는 추세이다. AR를 이용하는 이러한 기존 방식은 평면 카메라 이미지를 토대로 깊이 맵(Depth Map)을 생성하고 복잡한 입체화 연산이 수반되는 방식이라 스마트폰을 사용하여 정확한 실내 크기 정보가 요구되는 작업에서는 한계가 드러난다. 본 논문에서는 ARCore, ARKit 사용 없이 스마트폰에 내장된 가속도 센서, 자이로스코프 센서만으로 정확한 실내 크기를 측정하는 방법을 제안한다. 또한 제시된 기법을 이용한 활용 예제로 미리 디자인된 방 인테리어를 각방에 맞게 적용하는 방법을 제시하였다.

개선된 퍼지 추론 기법을 이용한 칼라 분석 (Color Analysis with Enhanced Fuzzy Inference Method)

  • 김광백
    • 한국컴퓨터정보학회논문지
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    • 제14권8호
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    • pp.25-31
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    • 2009
  • RGB 모델을 통한 정적인 추론 규칙을 적용한 기존의 색채 정보 인식 방법은 RGB 모델이 가지는 인간 시각과의 괴리감과 특정한 환경에서만 적용할 수 있는 문제점이 있다. 본 논문에서는 HSI 모델을 적용하여 색채에 대한 인간 인식 과정과 유사한 형태의 추론 방식과, 사용자에 의해서 추론 규칙을 추가, 수정, 삭제 할 수 있는 방법을 제안한다. 본 논문에서는 각각의 H, S, I 소속 구간에 대하여 H는 Sine, Cosine 함수를 사용하여 소속 구간을 설계하며, S, I는 삼각형 타입의 소속 함수로 설계한다. 설계된 각각의 소속 구간에 대하여 소속 구간 병합을 적용하여 소속도를 계산하고, 계산된 결과들은 미리 제시된 추론 규칙에 적용하여 색채를 추론한다. 제안된 두가지 방법을 적용하여 실험한 결과, 기존의 방법보다 제안된 방법이 비교적 직관적이며 효율적인 형태로 결론을 도출할 수 있음을 확인하였다.

The influence of Winkler-Pasternak elastic foundations on the natural frequencies of imperfect functionally graded sandwich beams

  • Avcar, Mehmet;Hadji, Lazreg;Akan, Recep
    • Geomechanics and Engineering
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    • 제31권1호
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    • pp.99-112
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    • 2022
  • The present study examines the natural frequencies (NFs) of perfect/imperfect functionally graded sandwich beams (P/IP-FGSBs), which are composed of a porous core constructed of functionally graded materials (FGMs) and a homogenous isotropic metal and ceramic face sheets resting on elastic foundations. To accomplish this, the material properties of the FGSBs are assumed to vary continuously along the thickness direction as a function of the volume fraction of constituents expressed by the modified rule of the mixture, which includes porosity volume fraction represented using four distinct types of porosity distribution models. Additionally, to characterize the reaction of the two-parameter elastic foundation to the Perfect/Imperfect (P/IP) FGSBs, the medium is assumed to be linear, homogeneous, and isotropic, and it is described using the Winkler-Pasternak model. Furthermore, the kinematic relationship of the P/IP-FGSBs resting on the Winkler-Pasternak elastic foundations (WPEFs) is described using trigonometric shear deformation theory (TrSDT), and the equations of motion are constructed using Hamilton's principle. A closed-form solution is developed for the free vibration analysis of P/IP-FGSBs resting on the WPEFs under four distinct boundary conditions (BCs). To validate the new formulation, extensive comparisons with existing data are made. A detailed investigation is carried out for the effects of the foundation coefficients, mode numbers (MNs), porosity volume fraction, power-law index, span to depth ratio, porosity distribution patterns (PDPs), skin core skin thickness ratios (SCSTR), and BCs on the values of the NFs of the P/IP-FGSBs.

Free vibration analysis of Bi-Directional Functionally Graded Beams using a simple and efficient finite element model

  • Zakaria Belabed;Abdeldjebbar Tounsi;Abdelmoumen Anis Bousahla;Abdelouahed Tounsi;Mohamed Bourada;Mohammed A. Al-Osta
    • Structural Engineering and Mechanics
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    • 제90권3호
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    • pp.233-252
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    • 2024
  • This research explores a new finite element model for the free vibration analysis of bi-directional functionally graded (BDFG) beams. The model is based on an efficient higher-order shear deformation beam theory that incorporates a trigonometric warping function for both transverse shear deformation and stress to guarantee traction-free boundary conditions without the necessity of shear correction factors. The proposed two-node beam element has three degrees of freedom per node, and the inter-element continuity is retained using both C1 and C0 continuities for kinematics variables. In addition, the mechanical properties of the (BDFG) beam vary gradually and smoothly in both the in-plane and out-of-plane beam's directions according to an exponential power-law distribution. The highly elevated performance of the developed model is shown by comparing it to conceptual frameworks and solution procedures. Detailed numerical investigations are also conducted to examine the impact of boundary conditions, the bi-directional gradient indices, and the slenderness ratio on the free vibration response of BDFG beams. The suggested finite element beam model is an excellent potential tool for the design and the mechanical behavior estimation of BDFG structures.

Structural RC computer aided intelligent analysis and computational performance via experimental investigations

  • Y.C. Huang;M.D. TuMuli Lulios;Chu-Ho Chang;M. Nasir Noor;Jen-Chung Shao;Chien-Liang Chiu;Tsair-Fwu Lee;Renata Wang
    • Structural Engineering and Mechanics
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    • 제90권3호
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    • pp.253-261
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    • 2024
  • This research explores a new finite element model for the free vibration analysis of bi-directional functionally graded (BDFG) beams. The model is based on an efficient higher-order shear deformation beam theory that incorporates a trigonometric warping function for both transverse shear deformation and stress to guarantee traction-free boundary conditions without the necessity of shear correction factors. The proposed two-node beam element has three degrees of freedom per node, and the inter-element continuity is retained using both C1 and C0 continuities for kinematics variables. In addition, the mechanical properties of the (BDFG) beam vary gradually and smoothly in both the in-plane and out-of-plane beam's directions according to an exponential power-law distribution. The highly elevated performance of the developed model is shown by comparing it to conceptual frameworks and solution procedures. Detailed numerical investigations are also conducted to examine the impact of boundary conditions, the bi-directional gradient indices, and the slenderness ratio on the free vibration response of BDFG beams. The suggested finite element beam model is an excellent potential tool for the design and the mechanical behavior estimation of BDFG structures.

P(3-hydroxybutyrate-3-hydroxyvalerate)의 생산을 위한 재조합 phbC 유전자를 형질전환시킨 Alcaligenes eutrophus의 배양조건 검토 (Cultivation Condition of Transformant Alcaligenes eutrophus Harboring Cloned phbC Gene for Production of P(3-hydroxybutyrate-3-hydroxyvalernte) Containing High Molar Fraction of 3-Hydroxyvalerate.)

  • 권순일;정영미;이용현
    • 한국미생물·생명공학회지
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    • 제26권6호
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    • pp.537-544
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    • 1998
  • 3-HV 몰분율이 증대된 P(3HB-3HV)의 고농도 생산을 위하여 재조합 phbC유전자를 모균주에 재도입시킨 형질전환 Alcaligenes eutrophus AER5의 배양공학적 연구를 수행하였다. 상기 형질전환균주를 전구물질인 valerate가 10.0g/L첨가된 최소배지에서 2단계 배양한 결과 P(3HB-3HV)내의 3-HV 몰분율이 52.2 mol%로 모균주 A. eutrophus H16의 30 mol%에 비해 현저히 증가하였다. 이와 같은 몰분율의 증가는 phbC 유전자의 산물인 PHB synthase의 증폭과 밀접한 관련이 있음을 확인하였다. 2단계 회분배양시 fructose의 보충첨가의 영향을 검토하였으며, 적정농도인 10.0g/L의 fructose를 valerate와 같이 첨가할 경우 총균체량, p(3HB-3HV)의 축적농도, 그리고 축적율은 현저히 증가한 반면, 3-HV 몰분율은 다소 감소하는 경향을 보였다. $Mg^{2+}$ 이온은 P(3HB-3HV) 축적 에 매우 민감한 영향을 미쳤으며, 적정 농도로 판단되는 0.1 g/L일 경우 P(3HB- 3HV) 축적농도는 6.1 g/L, 그리고 3-HV 몰분율은 71.3 %로 현저히 증가하였다. 또한 적정 pH 조절제의 선정을 위하여 NaOH, NaOH와 (NH$_4$)$_2$SO$_4$의 혼합액, 그리고 NH$_4$OH을 비교 검토하였다. 2단계 배양법의 번거로움을 극복하고저 1단계 간헐적 유가식배양법을 검토한 결과, 배양 72시간 후 총균체량 19.2g/L, P(3HB-3HV) 축적농도 10.4 g/L, 그리고 3-HV 몰분율 35 mol%로 2단계 회분 배양법보다 우수한 결과를 얻었다. 이는 형질전환균주를 이용한 3-HV 몰분율이 높은 P(3HB-3HV)의 고농도 생산을 위한 배양조건 확립을 위한 기초자료로 활용될 것이다.90배의 살충력을 보였다. SDS-PAGE와 Western blot 분석에서도 클론 pHLN2-72는 재조합 클론 pHLN2-80(-)보다 약간 높게 ICP가 생성이 되었었다. 이상의 결과는 과다발현에 Plac프로모터와 종결부위가 반드시 필요하며, -72 bp ICP 프로모터가 -80 bp 프로모터보다 과다발현률이 높았으며, ICP 유전자는 반드시 Plac프로모터의 전사 방향에 역방향으로 삽입이 되어야 하는 것으로 나타났다.사용함으로써 고품질의 전통주류 생산이 가능하다고 사료된다.noicacid, methylmalonic acid, 2-methyl-4-keto-pentan-2-ol 등과 지방산의 일종인 tetradecanoic acid, hexadecane, hept-adecanoic acid, octadecanoic acid 등이 확인되었다.er 7.6mm. Further rich management measure and investigation were recommended such as sapling protection, signboard construction, soil erosion controlling and regular monitoring within the community.ldom changed at level 1.will cause students to form the mathematical concepts correctly. 3. By visualizing the process of drawing the quadratic function graph, students understand the quadratic function graph structually. 4. Through the feedback, the recognition ability of the trigonometric function can be improved. 5. It is possible to change

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구면조화해석(球面調和解析)에 의(依)한 한반도내(韓半島內)의 지구자기장(地球磁氣場)의 분포(分布)에 관(關)한 연구(硏究) (Geomagnetic Field Distribution in the Korean Peninsula by Spherical Harmonic Analysis)

  • 민경덕;이선희
    • 자원환경지질
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    • 제12권2호
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    • pp.95-104
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    • 1979
  • The position of any point on the earth's surface can be. represented in the spherical coordinates by surface spherical harmonics. Since geomagnetic field is a function of position on the earth, it can be also expressed by spherical harmonic analysis as spherical harmonics of trigonometric series of $a_m({\theta})$ cos $m{\phi}$ and $b_m({\theta})$ sin $m{\phi}$. Coefficients of surface spherical harmonics, $a_m({\theta})$ and $b_m({\theta})$, can be drawn from the components of the geomagnetic field, declination and inclination, and vice versa. In this paper, components of geomagnetic field, declination and inclination in the Korean peninsula are obtained by spherical harmonic analysis using the Gauss coefficients calculated from the world-wide magnetic charts of 1960. These components correspond to the values of normal geomagnetic field having no disturbances of subsurface mass, structure, and so on. The vertical and total components offer the zero level for the interpretation of geomagnetic data obtained by magnetic measurement in the Korean peninsula. Using this zero level, magnetic anomaly map is obtained from the data of airborne magnetic. prospecting carried out during 1958 to 1960. The conclusions of this study are as follows; (1) The intensity of horizontal component of normal geomagnetic field in Korean peninsula ranges from $2{\times}10^4$ gammas to $2.45{\times}10^4$ gammas. It decreases about 500 with the increment of $1^{\circ}$ in latitude. Along the same. latitude, it increases 250 gammas with the increment of $1^{\circ}$ in longitude. (2) Intensity of vertical component ranges from $3.85{\times}10^4$ gammas to $5.15{\times}10^4$ gammas. It increases. about 1000 gammas with the increment of $1^{\circ}$ in latitude. Along the same latitude, it decreases. 150~240 gammas with the increment of $1^{\circ}$ in longitude. Decreasing rate is considerably larger in higher latitude than in lower latitude. (3) Total intensity ranges from $4.55{\times}10^4$ gammas to $5.15{\times}10^4$ gammas. It increases 600~700 gammas with the increament of $1^{\circ}$ in latitude. Along the same latitude, it decreases 10~90 gammas. with the increment of $1^{\circ}$ in longitude. Decreasing rate is considerably larger in higher latitude as the case of vertical component. (4) The declination ranges from $-3.8^{\circ}$ to $-11.5^{\circ}$. It increases $0.6^{\circ}$ with the increment of $1^{\circ}$ in latitude. Along the same latutude, it increases $0.6^{\circ}$ with the increment of l O in longitude. Unlike the cases of vertical and total component, the rate of change is considerably larger in lower latitude than in higher latitude. (5) The inclination ranges from $57.8^{\circ}$ to $66.8^{\circ}$. It increases about $1^{\circ}$ with 'the increment of $1^{\circ}$ in latitude Along the same latitude, it dereases $0.4^{\circ}$ with the increment of $1^{\circ}$ in longitude. (6) The Boundaries of 5 anomaly zones classified on the basis of the trend and shape of anomaly curves correspond to the geologic boundaries. (7) The trend of anomaly curves in each anomaly zone is closely related to the geologic structure developed in the corresponding zone. That is, it relates to the fault in the 3rd zone, the intrusion. of granite in the 1st and 5th zones, and mountains in the 2nd and 4th zones.

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