• 제목/요약/키워드: a horizontal plane

검색결과 654건 처리시간 0.022초

Analysis of circular tank foundation on multi-layered soil subject to combined vertical and lateral loads

  • Hesham F. Elhuni;Bipin K. Gupta;Dipanjan Basu
    • Geomechanics and Engineering
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    • 제32권6호
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    • pp.553-566
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    • 2023
  • A circular tank foundation resting on the ground and subjected to axisymmetric horizontal and vertical loads and moments is analyzed using the variational principles of mechanics. The circular foundation is assumed to behave as a Kirchhoff plate with in-plane and transverse displacements. The soil beneath the foundation is assumed to be a multi-layered continuum in which the horizontal and vertical displacements are expressed as products of separable functions. The differential equations of plate and soil displacements are obtained by minimizing the total potential energy of the plate-soil system and are solved using the finite element and finite difference methods following an iterative algorithm. Comparisons with the results of equivalent two-dimensional finite element analysis and other researchers establish the accuracy of the method.

조석에너지의 수평적 순환 (On Tidal Energy Horizontal Circulation)

  • Nekrasov, Alexey V.
    • 한국해안해양공학회지
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    • 제4권3호
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    • pp.168-177
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    • 1992
  • 해양에서의 조석에너지의 수평적순환에 대한 양상은 반조석주기를 통한 순간플럭스의 궤적인 “에너지 플럭스 타원”의 개염을 적용하여 서술하였다. 이 타원의 특성과 여러 형태의 조석파(평면, Kelvin, Sverdrup, Poincare 및 무조점)체계에서의 에너지플럭스장의 특성이 고려되었다. 적도 또는 위도에 평행한 수노에서의 강제조석파는 여러 수노제원에서의 에너지플럭스 방향에 종속됨을 설명하였다.

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Soil-structure interaction effects on the seismic response of multistory frame structure

  • Botic, Amina;Hadzalic, Emina;Balic, Anis
    • Coupled systems mechanics
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    • 제11권5호
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    • pp.373-387
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    • 2022
  • In this paper,soil-structure interaction effects on the seismic response of multistory frame structure on raft foundation are numerically analyzed. The foundation soil profile is assumed to consists of a clay layer of variable thicknessresting on bedrock. Amodified plane-strain numerical model isformed in the software Plaxis, and both free vibration analysis, and earthquake analysis for a selected ground motion accelerogram are performed. The behavior of the structure is assumed to be linear elastic with Rayleigh viscous damping included. The behavior of the clay layer is modeled with a Hardening soil model with small strain stiffness. The computed results in terms of fundamental period and structural horizontal displacementsfor the case of fixed base and for different thicknesses of clay layer are presented, compared, and discussed.

Development of a three dimensional circulation model based on fractional step method

  • Abualtayef, Mazen;Kuroiwa, Masamitsu;Sief, Ahmed Khaled;Matsubara, Yuhei;Aly, Ahmed M.;Sayed, Ahmed A.;Sambe, Alioune Nar
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제2권1호
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    • pp.14-23
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    • 2010
  • A numerical model was developed for simulating a three-dimensional multilayer hydrodynamic and thermodynamic model in domains with irregular bottom topography. The model was designed for examining the interactions between flow and topography. The model was based on the three-dimensional Navier-Stokes equations and was solved using the fractional step method, which combines the finite difference method in the horizontal plane and the finite element method in the vertical plane. The numerical techniques were described and the model test and application were presented. For the model application to the northern part of Ariake Sea, the hydrodynamic and thermodynamic results were predicted. The numerically predicted amplitudes and phase angles were well consistent with the field observations.

광학적 비접촉 측정에 의한 구조물 해석의 화상처리 계측 시스템 개발에 관한 연구 (A Study on the Development of Image Processing Measurement System for Structural Analysis by Optical Non-contact Measurement)

  • 장순석;김경석;홍진후;최지은;강기수;김달우
    • 한국정밀공학회지
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    • 제18권7호
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    • pp.149-154
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    • 2001
  • This study discusses a non-contact optical technique, electronic speckle pattern interferometry(ESPI), that is well suited for a deformation measurement of structure. Phase shifting method and unwrapping method have used to make deformation quantitative widely. In this paper, a previous numerical formula for phase shifting method is reconstructed in addition to least square fitting method to improve sensitivity and phase unwrapping based on vertical-horizontal scanning method is applied to analyze in-plane and out-of-plane deformation quantitatively.

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수직배치 구대평판 공기 갭에서 연소화염 존재시의 절연파괴 특성 (Breakdown Characteristics of a Vertical Sphere-Plane Air Gap in the Presence of Combustion Flame)

  • 김인식
    • 조명전기설비학회논문지
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    • 제25권5호
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    • pp.79-84
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    • 2011
  • In this study, breakdown characteristics of a vertical sphere-plane air gap in the presence of combustion flame were examined under the application of a.c. and d.c. high-voltages in order to investigate the effect of flame on the dielectric strength of air. Propane gas is used as the fuel of the flame, and the temperature distribution of air around the flame is measured. The polarity effects for the d.c. voltages and breakdown voltages of air when applied both of a.c. and d.c. voltages were examined in the case of the variation of the gap length and the horizontal distance between the flame and the high-voltage sphere electrode. The influence of relative air density, electrification and shape changes of the flame as factors that affect the breakdown voltages were discussed.

Analytical solution of seismic stability against overturning for a rock slope with water-filled tension crack

  • Zhang, Yanjun;Nian, Tingkai;Zheng, Defeng;Zheng, Lu
    • Geomechanics and Engineering
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    • 제11권4호
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    • pp.457-469
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    • 2016
  • Steep rock slope with water-filled tension crack will happen to overturn around the toe of the slope under seismic loading. This failure type is completely different from the common toppling failure occurring in anti-dipping layered rock mass slopes with steeply dipping discontinuities. This paper presents an analytical approach to determine the seismic factor of safety against overturning for an intact rock mass slope with water-filled tension crack considering horizontal and vertical seismic coefficients. This solution is a generalized explicit expression and is derived using the moment equilibrium approach. A numerical program based on discontinuous deformation analysis (DDA) is adopted to validate the analytical results. The parametric study is carried out to adequately investigate the effect of horizontal and vertical seismic coefficients on the overall stability against overturning for a saturated rock slope under two water pressure modes. The analytical results show that vertically upward seismic inertia force or/and second water pressure distribution mode will remarkably decrease the slope stability against overturning. Finally, several representative design charts of slopes also are presented for the practical application.

다니엘 리베스킨트 건축의 역동성에 적용된 상대적 균형감 - 뮤지엄 건축을 중심으로 - (Counterbalance applied to the Dynamics of Daniel Libeskind's Architecture - Focused on Libeskind Museums -)

  • 이다경;조자연
    • 한국실내디자인학회논문집
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    • 제24권1호
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    • pp.64-71
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    • 2015
  • This study aims to disclose the dynamics of Daniel Libeskind Museums by the principles of counterbalance. Balance as a dynamic concept is the settlement of instability and tension and to draw overall sense of balance by controlling new perception elements that may cope with the unbalance elements. This is based on balancing compensation and can be explained as a counterbalance. Daniel Libeskind, a representative architect of deconstructivism, creates dynamic space by using oblique lines on the plane. The study was carried out under the assumption that this space would be designed under the certain principles rather than the result of momentary feelings and the analysis was conducted by the counterpoint of music and counterbalance. As a result, Daniel Libeskind balances in a way of forming the mutual right angle by using oblique lines which cancel out the unbalance in plane composition or making the same angle based on vertical / horizontal axis. Counterbalance has been achieved in the section and elevation as well as plane and complex and diverse oblique lines were worked under the constant principle not accidental results. The axes of Daniel Libeskind's architecture have been known to follow contextualism with symbolism and historicity but it was found that a design technique considering counterbalance was used in the overall control.

흘수(吃水)와 수선면형상(水線面形狀)의 변화(變化)에 따른 조파저항(造波抵抗) (Wave Resistance under the Influence of the Draft and Water-plane Section Form of the Ship)

  • 김인철
    • 대한조선학회지
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    • 제16권2호
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    • pp.9-14
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    • 1979
  • Havelock was considered the wave resistance of a post extending vertically downwards through the water from the surface, its section by a horizontal plane being the same at all depths and having its breath small compared with its length. This enables us to elucidate certain points of interest in ship resistance. However, the ship has not infinte draft. So, the problem which is investigated in detail in this paper is the wave resistance of a mathematical quadratic model in a uniform stream. The author wishes to study the effect of viriation of draft. The form of the water-plane is varied while keeping in length and the cross sectional area constant. As a numerical example, we calculated the wave resistance for mathematical quadratic ship models. The results are compared with a post having infinite depth. The results are as follows; The models with finer ends have smaller wave resistance up to $V/\sqrt{L}=1.1{\sim}1.2$ than its mate with blunter ends, but above this speed the models with blunter ends have less wave resistance. According to the decrease of draft, the wave resistance gap between the models with blunter ends the models with finer ends decrease at high speed. In this case of T/L=0.025, the models with finer ends have less wave resistance than the models with blunter ends at high speed.

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새로운 Pseudo-TN IPS 모드 액정 셀에 대한 특성 해석 연구 (A Study on the Characteristics of Novel Pseudo-TN IPS Mode LC Cell)

  • 윤형진;윤석인;윤상호;원태영
    • 대한전자공학회논문지SD
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    • 제41권8호
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    • pp.59-65
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    • 2004
  • 본 논문에서는 IT(In-plane switching foisted nematic) 모드를 기반으로 광 투과 특성을 개선시킨 Pseudo-TN IPS(Pseudo-Twisted Nematic In-Plane Switching) 모드를 새롭게 제안하고 그 광 투과 특성을 분석하였다. PTN-IPS 모드의 경우 개구율을 향상시켜 투과율 면적을 향상시킴으로써 종래의 IT 모드보다 약 25%정도의 높은 광 투과 특성을 나타내었으며, 전압인가에 따른 광 투과율의 변화가 선형적이므로, 광 투과율 조절을 위한 액정의 제어가 IT 모드에 비해 용이함을 확인하였다. 또한, IT 모드에 비해 수평방향 대비비는 약 8%정도 특성이 열화 되었으나 수직 방향에 있어서는 약 20%이상의 특성개선을 확인 할 수 있었다. 이와 더불어, 기존 IT 모드가 가지고 있는 샐 갭에 대한 특성 및 장점을 가지고 있어, 차세대 액정 셀을 개발하는데 유용하게 사용될 것이라 생각된다.