• Title/Summary/Keyword: 격자형 구조

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Pavement Roughness Monitoring using Fiber Optic Vibration Sensors (광섬유진동센서를 이용한 도로 평탄성 모니터링)

  • Kim, Ki-Soo;Yoo, In-Koon;Kim, Je-Won
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2010.04a
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    • pp.791-794
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    • 2010
  • 고속도로에서 주행속도가 높아지게 되면, 도로의 노면 상태에 따라 차량의 안전과 쾌적한 운전자의 환경이 변화될 수 있다. 이처럼 도로의 노면 상태를 결정하는 주된 인자는 도로의 평탄성과 소성변형에 의한 노면의 요철이라고 할 수 있다. 평탄하지 못한 도로를 자동차가 고속으로 주행하게 되면, 자동차의 속도에 의한 도로와의 마찰이 발생하여 자동차에는 매우 큰 흔들림이 발생하게 된다. 또한, 도로의 경우에도 자동차의 차축과 도로면에서 발생하는 충격에 의해 미세한 진동이 발생하게 된다. 그리고 광섬유 브래그 격자(FBG)센서는 외부에서 작용하는 매우 미세한 물리량에 의한 변화의 측정이 가능한 매우 우수한 계측 센서로 사용이 가능하기 때문에 온도보상형 광섬유진동센서를 제작하였고, 이를 고속도로 포장면의 평탄성 모니터링에 활용하고자 하였다.

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Effectiveness of en-route traffic information service for various network structure and congestion level (가로망구조 및 통행수요 변화에 따른 통행중 교통정보제공 효과분석)

  • 조중래;홍영석
    • Journal of Korean Society of Transportation
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    • v.16 no.4
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    • pp.225-237
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    • 1998
  • 본 연구의 목적은 가로망의 구조 및 통행수요의 변화에 따라 통행 중 교통정보제공의 효과가 어떻게 달라지는가를 모의실험을 통하여 분석하고자 하는 것이다. 이를 위하여 본 연구에서는 실제의 대규모 가로망에 대하여 적용할 수 있는 통행배정기법을 제안하였다. 제안된 모형은 시간의 흐름에 따른 가로망의 상태를 고려하여 통행을 배정하는 방법으로 $\ulcorner$시간종속적 통행배정$\lrcorner$이라 명하였다. 본 연구에서는 가로망 형태(격자형 및 방사환상형), 가로망 크기, 통행수요의 지역별 분포, 그리고 교통혼잡정도에 따라 각각 시나리오를 작성하고, 각 시나리오에 대하여 모의실험 및 사례연구(노드 348개, 링크 1179개)를 통해 정보를 받는 차량의 비율에 따른, 그리고 정보를 제공하는 빈도에 따른 통행중 교통정보제공에 대한 효과를 분석하였다. 연구 결과, 모의실험에서는 정보를 받는 차량의 비율이 30%~70% 구간에서 14%까지의 총체계비용의 감소효과가 나타났으며, 가로망의 규모가 클수록, 혼잡이 심할수록, 그리고 대안도로가 많을수록 교통정보제공의 효과는 커지는 것으로 분석되었다.

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Design and Analysis of Plasmonic Grating-Assisted Directional Coupler based on Silicon Waveguide (실리콘 도파로에 기초한 플리즈마 격자 구조형 방향성 결합기의 설계 및 분석)

  • Ho, Kwang-Chun
    • The Journal of the Institute of Internet, Broadcasting and Communication
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    • v.12 no.5
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    • pp.55-60
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    • 2012
  • Longitudinal transmission-line modal theory is applied to analyze maximum power transfer in plasmonic grating-assisted directional couplers (P-GADC) based on silicon waveguide. By defining a coupling efficiency amenable to rigorous analytical solutions and interference between even and odd modes, the power exchange of TE modes as a function of propagation distance is evaluated. The numerical result reveals that maximum power transfer occurs at a grating period ${\Lambda}_{eq}=10.26{\mu}m$, in which the insertion loss of supermodes is equal to each other. That is, it is generally different from conventional phase-matching condition or minium gap condition of GADC.

Performance Analysis of AOA Estimation for Concentric Ring Array Antenna in Beamforming Satellite System (빔형성 위성 시스템의 동심원 배열 안테나에 대한 도래각 추정 성능 분석)

  • Kim, Tae-Yun;Lee, Dongbin;Hwang, Suk-Seung
    • The Journal of the Korea institute of electronic communication sciences
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    • v.15 no.4
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    • pp.643-650
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    • 2020
  • The phased array antenna has an advantage enabling rapid beam aim without the mechanical rotation of the antenna, because it arranges multiple elements in a linear or planer (grid or circular) and electronically controls the phase for each element. The planar array antenna is generally used a grid array and a circular array, and the circular form has the higher resolution comparing to the grid form due to the its structural characteristics. However, a concentric circular array (CCA) or a concentric ring array (CRA) with multiple circular arrays which each has different radius is used in the limited area, because the entire radius should be increased for the circular array with a number of elements. In this paper, we introduce the angle-of-arrival (AOA) estimator for an adaptive beamforming satellite system based on CRA and provide the simulation results for performance evaluation. In addition, simulation results are compared and analyzed to the case for the circular array antenna.

Experimental Study on the Load Transfer Behavior of Steel Grid Composite Deck Joint (격자형 강합성 바닥판 이음부의 하중전달 거동에 관한 실험적 연구)

  • Shin, Hyun-Seop
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.18 no.4
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    • pp.10-21
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    • 2014
  • The joint of prefabricated steel grid composite deck is composed of concrete shear key and high-tension bolts. The flexural and shear strength of the joint were experimentally evaluated only by the bending and push-out test of the joint element. In this study the lateral load transfer behavior of the joint in deck structure system is experimentally evaluated. Several decks connected by the joint are prefabricated and loaded centrically and eccentrically. In the case of centrically loaded specimens, the analysis results show that for the same loading step the rotation angle of the joint with 4 high-tension bolts is larger than the case of the joint with 9 high-tension bolts. Consequently, flexural stiffness of deck and lateral load transfer decrease in the case of specimen with 4 high-tension bolts. But, in the case of eccentrically loaded specimens, it is found that there are no significant differences in the load transfer behavior. The further analysis results about the structural behavior of the joint show that lateral load transfer can be restricted by the load bearing capacity of the joint as well as punching shear strength of the slab. Furthermore, considering that high-tension bolts in the joint didn't reach to the yielding condition until the punching shear failure, increase in the number of high-tension bolts from 4 to 9 has a greater effect on the flexural stiffness of the joint and deck system than the strength of them.

Design of High Efficiency Transmission Dielectric Grating for Chirped Pulse Amplification (CPA 시스템 구성을 위한 고효율 투과형 유전체 회절격자 설계)

  • Cho, Hyun-Ju;Jung, Jae-Woo;Lee, Sang-Hyun;Kim, Soojong;Lee, Jeongseop;Jin, Daehyun;Jung, Jiho;Son, Seonghyun
    • Korean Journal of Optics and Photonics
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    • v.33 no.6
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    • pp.260-266
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    • 2022
  • A diffraction grating structure composed of two matching layers and two grating layers was formed, and a diffraction grating with high transmission diffraction efficiency in the -1st order was designed through an optimization technique. The designed diffraction grating had a transverse electric wave diffraction efficiency of 99.997% at the design center wavelength, and had a wavelength width of 80 nm and an incident angle width of 20.0° that maintained a diffraction efficiency of 95% or more. By performing the grating tolerance analysis, it was confirmed that the thickness tolerance for a diffraction efficiency of 95% or more was secured to at least 60 nm, and the diffraction efficiency could be maintained even in a trapezoidal shape with an internal angle of less than 10°.

Structure Analysis of TiO Film on the MgO(001) Surface by Time-Of-Flight Impact-Collision Ion Scattering Spectroscopy (비행시간형 직층돌 이온산란 분광법을 사용한 MgO(001) 면에 성장된 TiO막의 구조해석)

  • Hwang, Yeon;Lee, Tae-Kun;Park, Byung-Kyu
    • Korean Journal of Crystallography
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    • v.13 no.2
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    • pp.57-62
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    • 2002
  • Time-of-flight impact-collision ion scattering spectroscopy (TOF-ICISS) was applied to study the geometrical structure of epitaxially grown TiO layers on a MgO(001) surface. The hetero-epitaxial TiO layer was deposited by thermal evaporation of titanium onto the MgO(001) surface and subsequent exposure to oxygen at 400℃. The well-ordered TiO structure was confirmed with the 1×1 RHEED pattern. TOF-ICISS results revealed that the TiO layer was formed at the on-top sites of the MgO(001) substrate and that the lateral lattice constant of TiO layer was the same as that of the MgO substrate. The surface of the deposited epitaxial TiO layer was smooth without the three dimensional islands.

A Study on the Seismic Performance Improvement of Mid and Low-Rise RC Grid Structures Using Steel Slab Hysteretic Damper (강재 슬래브 이력형 댐퍼(SSHD)를 이용한 중·저층 RC 격자 구조물의 내진성능 향상에 관한 연구)

  • Kim, Dong Baek;Lee, In Duk;Choi, Jung Ho
    • Journal of the Society of Disaster Information
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    • v.15 no.3
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    • pp.418-426
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    • 2019
  • Purpose: After analyzing the seismic capability of low-rise RC grid structures with insufficient seismic performance, the purpose of the project is to install steel slab hysteretic dampers (SSHD) to improve the seismic performance of beams and columns, and to suggest measures to minimize damage to the structure and human damage when an earthquake occurs. Method: The evaluation of the seismic performance of a structure is reviewed based on the assumption that the seismic performance is identified for the grid-type subway systems that are not designed to be seismic resistant and the installation of an SSHD system, a method that minimizes construction period, if insufficient, is required. Result: After the application and reinforce of structure with SSHD, and the results of eigenvalue analysis are as follows. The natural periodicity of longitudinal direction was 0.55s and that of vertical direction was 0.58s. Conclusion: As results of cyclic load test of structure with SSHD, the shear rigidity of damper is 101%, the energy dissipation rate is 108% and, plastic rotation angle of all column and beam is satisfied for $I_o$ level and therefore it is judged that the reinforce effect is sufficient.