• 제목/요약/키워드: loading capability

검색결과 242건 처리시간 0.031초

광섬유 간섭계 센서를 이용한 콘크리트 구조물의 내부 스트레인 측정 (The measurement of the internal strain of a concrete specimen using optical fiber interferometric sensors)

  • 이경진;박재희;강신원
    • 센서학회지
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    • 제10권6호
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    • pp.304-309
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    • 2001
  • 콘크리트 구조물의 내부 변형률을 측정할 수 있는 광섬유 간섭계 센서가 개발되어졌다. 광섬유 간섭계 센서는 11 mm 길이의 광섬유 Fabry-Perot 간섭계를 2 mm 지름의 스텐레스 강관 내부에 접착제로 고정하여 만들었다. 제작된 변형률 센서들은 $100{\times}100{\times}500\;mm^3$ 크기의 콘크리트 구조물 내부에 삽입되어 외부에서 구조물에 압력을 인가했을 때 구조물 내부의 변형률을 측정하였다. 센서들의 출력은 변형률 변화에 따라 선형적으로 변화하였다. 이를 바탕으로 실제 교량에 적용하여 변형률 센서의 광출력 특성을 살펴본 결과 우수한 변형 감지 특성을 보였으며, 실제 구조물에서 원거리측정에 이용도 가능하였다.

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Time-history analysis based optimal design of space trusses: the CMA evolution strategy approach using GRNN and WA

  • Kaveh, A.;Fahimi-Farzam, M.;Kalateh-Ahani, M.
    • Structural Engineering and Mechanics
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    • 제44권3호
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    • pp.379-403
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    • 2012
  • In recent years, the need for optimal design of structures under time-history loading aroused great attention in researchers. The main problem in this field is the extremely high computational demand of time-history analyses, which may convert the solution algorithm to an illogical one. In this paper, a new framework is developed to solve the size optimization problem of steel truss structures subjected to ground motions. In order to solve this problem, the covariance matrix adaptation evolution strategy algorithm is employed for the optimization procedure, while a generalized regression neural network is utilized as a meta-model for fitness approximation. Moreover, the computational cost of time-history analysis is decreased through a wavelet analysis. Capability and efficiency of the proposed framework is investigated via two design examples, comprising of a tower truss and a footbridge truss.

인공신경망을 이용한 이력모델에 관한 연구 (A Study on the Hysteretic Model using Artificial Neural Network)

  • 김호성;이승창;이학수;이원호
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1999년도 가을 학술발표회 논문집
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    • pp.387-394
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    • 1999
  • Artificial Neural Network (ANN) is a computational model inspired by the structure and operations of the brain. It is massively parallel system consisting of a large number of highly interconnected and simple processing units. The purpose of this paper is to verify the applicability of ANN to predict experimental results through the use of measured experimental data. Although there have been accumulated data based on hysteretic characteristics of structural element with cyclic loading tests, it is difficult to directly apply them for the analysis of elastic and plastic response. Thus, simple models with mathematical formula such as Bi-Linear Model, Ramberg-Osgood Model, Degrading Tri Model, Takeda Model, Slip type Model, and etc, have been used. To verify the practicality and capability of this study, ANN is adapted to several models with mathematical formula using numerical data To show the efficiency of ANN in nonlinear analysis, it is important to determine the adequate input and output variables of hysteretic models and to minimize an error in ANN process. The application example is Beam-Column joint test using the ANN in modeling of the linear and nonlinear hysteretic behavior of structure.

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Level Number Effect on Performance of a Novel Series Active Power Filter Based on Multilevel Inverter

  • Karaarslan, Korhan;Arifoglu, Birol;Beser, Ersoy;Camur, Sabri
    • Journal of Electrical Engineering and Technology
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    • 제13권2호
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    • pp.711-721
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    • 2018
  • This paper presents a single-phase asymmetric half-bridge cascaded multilevel inverter based series active power filter (SAPF) for harmonic voltage compensation. The effect of level number on performance of the proposed SAPF is examined in terms of total harmonic distortion (THD) and system efficiency. Besides, the relationship between the level number and the number of switching device are compared with the other multilevel inverter topologies used in APF applications. The paper is also aimed to demonstrate the capability of the SAPF for compensating harmonic voltages alone, without using a passive power filter (PPF). To obtain the required output voltage, a new switching algorithm is developed. The proposed SAPF with levels of 7, 15 and 31 is used in both simulation and experimental studies and the harmonic voltages of the load connected to the point of common coupling (PCC) is compensated under two different loading conditions. Furthermore, very high system efficiency values such as 98.74% and 96.84% are measured in the experimental studies and all THD values are brought into compliance with the IEEE-519 Standard. As a result, by increasing the level number of the inverter, lower THD values can be obtained even under high harmonic distortion levels while system efficiency almost remains the same.

망상구조 폴리우레탄 담체를 이용한 황화수소 제거 (Removal of Hydrogen Sulfide using Reticulated Polyurethan Carrier in Biofilter)

  • 정귀택;이광연;차진명;박돈희
    • Korean Chemical Engineering Research
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    • 제45권4호
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    • pp.372-377
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    • 2007
  • 본 연구에서는 생물학적 공정을 사용하여 황화수소를 제거하는데 있어 망상구조의 폴리우레탄 담체의 바이오필터 충진물로서의 특성을 유입가스농도와 유입가스량의 두 변수를 대상으로 조사하였다. 실험결과 망상구조의 폴리우레탄 담체를 적용한 바이오필터의 황화수소 최대제거용량은 $488.3g-H_2S/m^3{\cdot}h$이었으며, 추정된 임계부하속도는 $330.1g-H_2S/m^3{\cdot}h$이었다. 본 연구의 결과 망상구조의 폴리우레탄 담체를 황화수소의 생물학적 처리를 위한 바이오필터의 담체로서 적용가능성을 확인하였다.

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.

경량화용 사이드부재의 적층구성 및 단면형상 변화에 따른 에너지흡수 특성 (Energy Absorption Characteristics of Side Member for Light-weight Having Various Stacking Condition and Shape of Section)

  • 이길성;서현경;양인영;심재기
    • 대한기계학회논문집A
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    • 제31권6호
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    • pp.671-678
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    • 2007
  • Front-side members of automobile, such as the hat shaped section members, are structures with the greatest energy absorbing capability in a front-end collision of vehicle. This paper was performed to analyze energy absorption characteristics of the hat shaped section members, which are basic shape of side member. The hat shaped section members consisted of the spot welded side member which was utilized to an actual vehicle and CFRP side member for lightweight of vehicle structural member. The members were tested under static axial loading by universal testing machine. Currently, stacking condition related to the collapse characteristics of composite materials is being considered as an issue fer the structural efficiency and safety of automobiles, aerospace vehicles, trains, ships even elevators during collision. So, energy absorption characteristics were analyzed according to stacking condition and shape of section and compared the results of spot welded side member with those of CFRP side member.

폭발하중에 대한 지하공동구조체의 3차원 공적 유한요소해석 (Three-Dimensional Dynamic Analysis of Underground Openings Subjected to Explosive Loadings)

  • 김선훈;김진웅;김광진
    • 전산구조공학
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    • 제10권2호
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    • pp.171-178
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    • 1997
  • 본 연구에서는 발파로 인한 폭발하중에 대한 지하공동구조체의 3차원 동적유한요소해석을 수행하였다. 해석과정은 1차원 근원해석과정과 3차원터널해석과정의 2단계로 나누어 수행하였다. 1차원 근원해석에서는 장약공과 그 주변의 자유장을 포함하는 해석으로서 3차원 터널해석을 위한 입력하중의 계산작업을 수행한다. 본 연구에서 수행한 해석방법의 기능은 3차원 동적해석프로그램 MPDAP-3D에 추가되었으며, 향후 발파공법에 의한 지하공동구조체의 건설시 구조체의 안전성을 평가하는데 활용가능할 것으로 예상된다.

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Effect of LiCoO2 Cathode Density and Thickness on Electrochemical Performance of Lithium-Ion Batteries

  • Choi, Jaecheol;Son, Bongki;Ryou, Myung-Hyun;Kim, Sang Hern;Ko, Jang Myoun;Lee, Yong Min
    • Journal of Electrochemical Science and Technology
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    • 제4권1호
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    • pp.27-33
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    • 2013
  • The consequences of electrode density and thickness for electrochemical performance of lithium-ion cells are investigated using 2032-type coin half cells. While the cathode composition is maintained by 90:5:5 (wt.%) with $LiCoO_2$ active material, Super-P electric conductor and polyvinylidene fluoride polymeric binder, its density and thickness are independently controlled to 20, 35, 50 um and 1.5, 2.0, 2.5, 3.0, 3.5 g $cm^{-3}$, respectively, which are based on commercial lithium-ion battery cathode system. As the cathode thickness is increased in all densities, the rate capability and cycle life of lithium-ion cells become significantly worse. On the other hand, even though the cathode density shows similar behavior, its effect is not as high as the thickness in our experimental range. This trend is also investigated by cross-sectional morphology, porosity and electric conductivity of cathodes with different densities and thicknesses. This work suggests that the electrode density and thickness should be chosen properly and mentioned in detail in any kinds of research works.

열적용량과 전압안정도를 고려한 ATC 계산 방법에 관한 연구 (The ATC Calculation Method with Thermal Constraints and Voltage Stability Constraints)

  • 김재현
    • 조명전기설비학회논문지
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    • 제21권2호
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    • pp.86-93
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    • 2007
  • 본 논문은 가용송전용량(ATC)를 계산하기 위한 두 가지 빠른 계산 기법을 제안한다. 이 방법들은 선로의 열적용량한계(Thermal ATC)와 전압 안정도한계(Voltage ATC)를 제약조건으로 ATC를 계산한다. 먼저 선로의 열적용량을 고려한 방법에서는 모선의 전력 변화에 대한 선로의 조류 감도인 PTDF와 n-1 상정사고를 고려한 LODF를 이용하였으며, 전압안정도를 고려한 방법에서는 2모선 등가 시스템을 이용하여 최대 전력을 구하는 방법을 이용하였다. 제안된 방법은 IEEE 30모선 계통에 적용하였으며 그 결과를 다른 방법과 비교하여 제안된 방법의 타당성을 입증하였다.