• 제목/요약/키워드: Numerical series

검색결과 1,586건 처리시간 0.028초

Performance evaluation of inerter-based damping devices for structural vibration control of stay cables

  • Huang, Zhiwen;Hua, Xugang;Chen, Zhengqing;Niu, Huawei
    • Smart Structures and Systems
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    • 제23권6호
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    • pp.615-626
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    • 2019
  • Inerter-based damping devices (IBBDs), which consist of inerter, spring and viscous damper, have been extensively investigated in vehicle suspension systems and demonstrated to be more effective than the traditional control devices with spring and viscous damper only. In the present study, the control performance on cable vibration reduction was studied for four different inerter-based damping devices, namely the parallel-connected viscous mass damper (PVMD), series-connected viscous mass damper (SVMD), tuned inerter dampers (TID) and tuned viscous mass damper (TVMD). Firstly the mechanism of the ball screw inerter is introduced. Then the state-space formulation of the cable-TID system is derived as an example for the cable-IBBDs system. Based on the complex modal analysis, single-mode cable vibration control analysis is conducted for PVMD, SVMD, TID and TVMD, and their optimal parameters and the maximum attainable damping ratios of the cable/damper system are obtained for several specified damper locations and modes in combination by the Nelder-Mead simplex algorithm. Lastly, optimal design of PVMD is developed for multi-mode vibration control of cable, and the results of damping ratio analysis are validated through the forced vibration analysis in a case study by numerical simulation. The results show that all the four inerter-based damping devices significantly outperform the viscous damper for single-mode vibration control. In the case of multi-mode vibration control, PVMD can provide more damping to the first four modes of cable than the viscous damper does, and their maximum control forces under resonant frequency of harmonic forced vibration are nearly the same. The results of this study clearly demonstrate the effectiveness and advantages of PVMD in cable vibration control.

Small- and large-scale analysis of bearing capacity and load-settlement behavior of rock-soil slopes reinforced with geogrid-box method

  • Moradi, Gholam;Abdolmaleki, Arvin;Soltani, Parham
    • Geomechanics and Engineering
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    • 제18권3호
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    • pp.315-328
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    • 2019
  • This paper presents an investigation on bearing capacity, load-settlement behavior and safety factor of rock-soil slopes reinforced using geogrid-box method (GBM). To this end, small-scale laboratory studies were carried out to study the load-settlement response of a circular footing resting on unreinforced and reinforced rock-soil slopes. Several parameters including unit weight of rock-soil materials (loose- and dense-packing modes), slope height, location of footing relative to the slope crest, and geogrid tensile strength were studied. A series of finite element analysis were conducted using ABAQUS software to predict the bearing capacity behavior of slopes. Limit equilibrium and finite element analysis were also performed using commercially available software SLIDE and ABAQUS, respectively to calculate the safety factor. It was found that stabilization of rock-soil slopes using GBM significantly improves the bearing capacity and settlement behavior of slopes. It was established that, the displacement contours in the dense-packing mode distribute in a broader and deeper area as compared with the loose-packing mode, which results in higher ultimate bearing load. Moreover, it was found that in the loose-packing mode an increase in the vertical pressure load is accompanied with an increase in the soil settlement, while in the dense-packing mode the load-settlement curves show a pronounced peak. Comparison of bearing capacity ratios for the dense- and loose-packing modes demonstrated that the maximum benefit of GBM is achieved for rock-soil slopes in loose-packing mode. It was also found that by increasing the slope height, both the initial stiffness and the bearing load decreases. The results indicated a significant increase in the ultimate bearing load as the distance of the footing to the slope crest increases. For all the cases, a good agreement between the laboratory and numerical results was observed.

유무기 융복합 흡착제의 아세트알데하이드 제거 성능 평가 (Evaluation of acetaldehyde removal performance of a hybrid adsorbent consisting of organic and inorganic materials)

  • 안해영;이윤경;송지현
    • 실내환경 및 냄새 학회지
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    • 제17권4호
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    • pp.372-380
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    • 2018
  • To abate the problem of odor from restaurants, a hybrid adsorbent consisting of organic and inorganic materials was developed and evaluated using acetaldehyde as a model compound was deveioped and evaluated. Powders of activated carbon, bentonite, and calcium hydroxide were mixed and calcinated to form adsorbent structure. The surface area of the hybrid adsorbent was smaller than that of high-quality activated carbon, but its microscopic image showed that contours and pores were developed on its surface. To determine its adsorption capacity, both batch isotherm and continuous flow column experiments were performed, and these results were compared with those using commercially available activated carbon. The isotherm tests showed that the hybrid adsorbent had a capacity 40 times higher than that of the activated carbon. In addition, the column experiments revealed that breakthrough time of the hybrid adsorbent was 2.5 times longer than that of the activated carbon. These experimental results were fitted to numerical simulations by using a homogeneous surface diffusion model (HSDM); the model estimated that the hybrid adsorbent might be able to remove acetaldehyde at a concentration of 40 ppm for a 5-month period. Since various odor compounds are commonly emitted as a mixture when meat is barbecued, it is necessary to conduct a series of experiments and HSDM simulations under various conditions to obtain design parameters for a full-scale device using the hybrid adsorbent.

Identification of moving train loads on railway bridge based on strain monitoring

  • Wang, Hao;Zhu, Qingxin;Li, Jian;Mao, Jianxiao;Hu, Suoting;Zhao, Xinxin
    • Smart Structures and Systems
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    • 제23권3호
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    • pp.263-278
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    • 2019
  • Moving train load parameters, including train speed, axle spacing, gross train weight and axle weights, are identified based on strain-monitoring data. In this paper, according to influence line theory, the classic moving force identification method is enhanced to handle time-varying velocity of the train. First, the moments that the axles move through a set of fixed points are identified from a series of pulses extracted from the second derivative of the structural strain response. Subsequently, the train speed and axle spacing are identified. In addition, based on the fact that the integral area of the structural strain response is a constant under a unit force at a unit speed, the gross train weight can be obtained from the integral area of the measured strain response. Meanwhile, the corrected second derivative peak values, in which the effect of time-varying velocity is eliminated, are selected to distribute the gross train weight. Hence the axle weights could be identified. Afterwards, numerical simulations are employed to verify the proposed method and investigate the effect of the sampling frequency on the identification accuracy. Eventually, the method is verified using the real-time strain data of a continuous steel truss railway bridge. Results show that train speed, axle spacing and gross train weight can be accurately identified in the time domain. However, only the approximate values of the axle weights could be obtained with the updated method. The identified results can provide reliable reference for determining fatigue deterioration and predicting the remaining service life of railway bridges.

저선회 연소기의 입구 속도에 따른 비반응 유동구조 분석 (Non-Reacting Flow Structure of a Low Swirl Combustor with respect to Inlet Velocities)

  • 정황희;이복직;이기만
    • 한국추진공학회지
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    • 제22권6호
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    • pp.56-63
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    • 2018
  • 저선회 연소기에서는 노즐출구의 속도장과 예혼합화염의 전파속도 간 균형에 의해 화염이 부상되어 존재한다. 저선회 화염의 부상높이에 대한 이해는 연소기의 안정성 및 노즐팁의 열화와 관련하여 중요한 문제이다. 이전의 실험적 연구로부터 입구 속도의 증가에 따라 화염부상높이가 오히려 감소하는 현상이 관찰된 바 있다. 선회익을 통과하는 환형 유동과 난류생성판을 통과하는 중심유동 간의 복잡한 유동장을 규명하기 위하여, 입구 속도를 바꾸어가며 비반응 유동장에 대한 수치해석을 수행하였다. 입구 속도에 따른 노즐 출구에서의 유동구조를 분석하여 실험에서 관찰된 비직관적 경향에 대한 정성적 설명을 도출하였다.

Response of integral abutment bridges under a sequence of thermal loading and seismic shaking

  • Tsinidis, Grigorios;Papantou, Maria;Mitoulis, Stergios
    • Earthquakes and Structures
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    • 제16권1호
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    • pp.11-28
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    • 2019
  • This article investigates the response of Integral Abutment Bridges (IAB) when subjected to a sequence of seasonal thermal loading of the deck followed by ground seismic shaking in the longitudinal direction. Particular emphasis is placed on the effect of pre-seismic thermal Soil-Structure Interaction (SSI) on the seismic performance of the IAB, as well as on the ability of various backfills configurations, to minimize the unfavorable SSI effects. A series of two-dimensional numerical analyses were performed for this purpose, on a complete backfill-integral bridge-foundation soil system, subjected to seasonal cyclic thermal loading of the deck, followed by ground seismic shaking, employing ABAQUS. Various backfill configurations were investigated, including conventional dense cohesionless backfills, mechanically stabilized backfills and backfills isolated by means of compressive inclusions. The responses of the investigated configurations, in terms of backfill deformations and earth pressures, and bridge resultants and displacements, were compared with each other, as well as with relevant predictions from analyses, where the pre-seismic thermal SSI effects were neglected. The effects of pre-seismic thermal SSI on the seismic response of the coupled IAB-soil system were more evident in cases of conventional backfills, while they were almost negligible in case of IAB with mechanically stabilized backfills and isolated abutments. Along these lines, reasonable assumptions should be made in the seismic analysis of IAB with conventional sand backfills, to account for pre-seismic thermal SSI effects. On the contrary, the analysis of the SSI effects, caused by thermal and seismic loading, can be disaggregated in cases of IAB with isolated backfills.

추간판탈출증 환자의 불면증상에 대한 우황청심원 투여로 호전된 증례 3례 (Three Cases of Insomnia in Herniated Intervertebral Disk Patients Treated with Uhwangchungsim-won)

  • 배지은;최규철;박재원;김동진;홍정수;김수진;경다현;허효승;김민경
    • 대한한방내과학회지
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    • 제42권5호
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    • pp.767-776
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    • 2021
  • Objective: This study examined a case in which insomnia and pain due to herniated intervertebral disks were improved by treatment with an oriental herbal and the administration of Uhwangchungsim-won. Case Summary: Three patients with insomnia diagnosed with herniated intervertebral disks were treated with a series of Korean medical therapies, including the herbal medication Uhwangchungsim-won, acupuncture, herbal acupuncture, and physical therapy. We used the Numerical Rating Scale (NRS) to measure subjective sleep states and the European Quality of Life Five Dimensions (EQ-5d) Scale to evaluate the therapeutic effect. Following treatment, subjective sleep states and the overall scores for pain had improved. Conclusion: The results indicate that Korean medical therapies with Uhwangchungsim-won have beneficial effects on insomnia for patients with herniated intervertebral disks.

Quality Assessment of GPS L2C Signals and Measurements

  • Yun, Seonghyeon;Lee, Hungkyu
    • Journal of Positioning, Navigation, and Timing
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    • 제10권1호
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    • pp.13-20
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    • 2021
  • A series of numerical experiments with measurements observed at continuously operating reference stations (CORS) of the international GNSS services (IGS) and the national geographical information institute of Korea (NGII) have been intensively carried out to evaluate the quality of pseudo-ranges and carrier-phases of GPS L2C signal obtained by various receiver types, benign and harsh operational environment. In this analysis, some quality measures, such as signal-to-noise ratio (SNR), the magnitude of multipath, and the number of cycle slips, the pseudo-range and carrier phase obtaining rate were computed and compared. The SNR analysis revealed an impressive result that the trend in the SNR of C/A and the L2C comparably depends upon type of receivers. The result of multipath analysis also showed clearly different tendency depending on the receiver types. The reason for this inconsistent tendency was seemed to be that the different multipath mitigation algorithm built-in each receiver. The number of L2C cycle slip was less than P2(Y), and L2C measurements obtaining rate was higher than that of P2(Y) in three receiver types. In the harsh observational environment, L2C quality was not only superior to P2(Y) in all aspects such as SNR, multipath magnitude, the number of cycle slips, and measurement obtaining rate, but also it could maintain a level of quality equivalent to C/A. According to the results of this analysis, it's expected that improved positioning performance like accuracy and continuity can be got through the use of L2C instead of existing P2(Y).

Fault Classification of a Blade Pitch System in a Floating Wind Turbine Based on a Recurrent Neural Network

  • Cho, Seongpil;Park, Jongseo;Choi, Minjoo
    • 한국해양공학회지
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    • 제35권4호
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    • pp.287-295
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    • 2021
  • This paper describes a recurrent neural network (RNN) for the fault classification of a blade pitch system of a spar-type floating wind turbine. An artificial neural network (ANN) can effectively recognize multiple faults of a system and build a training model with training data for decision-making. The ANN comprises an encoder and a decoder. The encoder uses a gated recurrent unit, which is a recurrent neural network, for dimensionality reduction of the input data. The decoder uses a multilayer perceptron (MLP) for diagnosis decision-making. To create data, we use a wind turbine simulator that enables fully coupled nonlinear time-domain numerical simulations of offshore wind turbines considering six fault types including biases and fixed outputs in pitch sensors and excessive friction, slit lock, incorrect voltage, and short circuits in actuators. The input data are time-series data collected by two sensors and two control inputs under the condition that of one fault of the six types occurs. A gated recurrent unit (GRU) that is one of the RNNs classifies the suggested faults of the blade pitch system. The performance of fault classification based on the gate recurrent unit is evaluated by a test procedure, and the results indicate that the proposed scheme works effectively. The proposed ANN shows a 1.4% improvement in its performance compared to an MLP-based approach.

『상한론(傷寒論)』 태음병(太陰病)으로 진단된 신체증상장애 환자 7례 증례 보고 (Case Series Reporting 7 Somatic Symptom Disorder Cases Diagnosed as Greater Yin Disease by Shanghanlun Provisions)

  • 윤효중;하현이;두인선;이숭인;이성준
    • 대한상한금궤의학회지
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    • 제13권1호
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    • pp.45-59
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    • 2021
  • Objectives: This study was conducted to confirm the reproducibility of the diagnosis of greater yin disease (太陰病) and the efficacy of herbal treatment using Gyejigajakyak-tang or Gyejigadaehwang-tang in somatic symptom disorder (SSD). We also further refined the characteristics of greater yin disease in SSD. Methods: We analyzed the demographic and treatment data of seven patients with SSD from four Korean medical clinics. The reliability of diagnosis and the efficacy of the treatments were evaluated by the Beck Anxiety Inventory (BAI), a numerical rating scale (NRS), and the patients' statements. Finally, we analyzed patients according to the diagnostic points of Shanghanlun provision 273. Results: Seven SSD patients took Gyejigajakyak-tang or Gyejigadaehwang-tang. The mean age of the patients was 52.1±15.8 years old, and the herbal medication period was 82.2±38.2 days. At the first visit, the patients showed hypochondriasis, obvious stress, and a severe BAI score (40.4±10.9). The NRS significantly decreased from 8.9±1.6 to 0.7±0.7 after the treatments. There were no side effects reported. As a result of analyzing these 7 cases, hypochondriasis, obvious stress, and anxiety were identified, which had been previously suggested as 自痛, 因爾, and 結硬. Conclusions: We confirmed the reproducibility of greater yin disease in 7 SSD cases from 4 medical institutions. These results imply that there could be a considerable relation between SSD and greater yin disease as defined by the Shanghanlun provisions.