• 제목/요약/키워드: Multi-modal Data

검색결과 134건 처리시간 0.028초

Mode identifiability of a multi-span cable-stayed bridge utilizing stabilization diagram and singular values

  • Goi, Y.;Kim, C.W.
    • Smart Structures and Systems
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    • 제17권3호
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    • pp.391-411
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    • 2016
  • This study investigates the mode identifiability of a multi-span cable-stayed bridge in terms of a benchmark study using stabilization diagrams of a system model identified using stochastic subspace identification (SSI). Cumulative contribution ratios (CCRs) estimated from singular values of system models under different wind conditions were also considered. Observations revealed that wind speed might influence the mode identifiability of a specific mode of a cable-stayed bridge. Moreover the cumulative contribution ratio showed that the time histories monitored during strong winds, such as those of a typhoon, can be modeled with less system order than under weak winds. The blind data Acc 1 and Acc 2 were categorized as data obtained under a typhoon. Blind data Acc 3 and Acc 4 were categorized as data obtained under wind conditions of critical wind speeds around 7.5 m/s. Finally, blind data Acc 5 and Acc 6 were categorized as data measured under weak wind conditions.

A Survey on the Mobile Crowdsensing System life cycle: Task Allocation, Data Collection, and Data Aggregation

  • Xia Zhuoyue;Azween Abdullah;S.H. Kok
    • International Journal of Computer Science & Network Security
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    • 제23권3호
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    • pp.31-48
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    • 2023
  • The popularization of smart devices and subsequent optimization of their sensing capacity has resulted in a novel mobile crowdsensing (MCS) pattern, which employs smart devices as sensing nodes by recruiting users to develop a sensing network for multiple-task performance. This technique has garnered much scholarly interest in terms of sensing range, cost, and integration. The MCS is prevalent in various fields, including environmental monitoring, noise monitoring, and road monitoring. A complete MCS life cycle entails task allocation, data collection, and data aggregation. Regardless, specific drawbacks remain unresolved in this study despite extensive research on this life cycle. This article mainly summarizes single-task, multi-task allocation, and space-time multi-task allocation at the task allocation stage. Meanwhile, the quality, safety, and efficiency of data collection are discussed at the data collection stage. Edge computing, which provides a novel development idea to derive data from the MCS system, is also highlighted. Furthermore, data aggregation security and quality are summarized at the data aggregation stage. The novel development of multi-modal data aggregation is also outlined following the diversity of data obtained from MCS. Overall, this article summarizes the three aspects of the MCS life cycle, analyzes the issues underlying this study, and offers developmental directions for future scholars' reference.

Wireless operational modal analysis of a multi-span prestressed concrete bridge for structural identification

  • Whelan, Matthew J.;Gangone, Michael V.;Janoyan, Kerop D.;Hoult, Neil A.;Middleton, Campbell R.;Soga, Kenichi
    • Smart Structures and Systems
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    • 제6권5_6호
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    • pp.579-593
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    • 2010
  • Low-power radio frequency (RF) chip transceiver technology and the associated structural health monitoring platforms have matured recently to enable high-rate, lossless transmission of measurement data across large-scale sensor networks. The intrinsic value of these advanced capabilities is the allowance for high-quality, rapid operational modal analysis of in-service structures using distributed accelerometers to experimentally characterize the dynamic response. From the analysis afforded through these dynamic data sets, structural identification techniques can then be utilized to develop a well calibrated finite element (FE) model of the structure for baseline development, extended analytical structural evaluation, and load response assessment. This paper presents a case study in which operational modal analysis is performed on a three-span prestressed reinforced concrete bridge using a wireless sensor network. The low-power wireless platform deployed supported a high-rate, lossless transmission protocol enabling real-time remote acquisition of the vibration response as recorded by twenty-nine accelerometers at a 256 Sps sampling rate. Several instrumentation layouts were utilized to assess the global multi-span response using a stationary sensor array as well as the spatially refined response of a single span using roving sensors and reference-based techniques. Subsequent structural identification using FE modeling and iterative updating through comparison with the experimental analysis is then documented to demonstrate the inherent value in dynamic response measurement across structural systems using high-rate wireless sensor networks.

자기연상 다층퍼셉트론의 이상 탐지 성능에 대한 실험 (Experiments on the Novelty Detection Capability of Auto-Associative Multi-Layer Perceptron)

  • 이형주;황병호;조성준
    • 한국경영과학회:학술대회논문집
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    • 대한산업공학회/한국경영과학회 2002년도 춘계공동학술대회
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    • pp.632-638
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    • 2002
  • In novelty detection, one attempts to discriminate abnormal patterns from normal ones. Novelty detection is quite difficult since, unlike usual two class classification problems, only normal patterns are available for training. Auto-Associative Multi-Layer Perceptron (AAMLP) has been shown to provide a good performance based upon the property that novel patterns usually have larger auto-associative errors. In this paper, we give a mathematical analysis of 2-layer AAMLP's output characteristics and empirical results of 2-layer and 4-layer AAMLPs. Various activation functions such as linear, saturated linear and sigmoid are compared. The 2-layer AAMLPs cannot identify non-linear boundaries while the 4-layer ones can. When the data distribution is multi-modal, then an ensemble of AAMLPs, each of which is trained with pre-clustered data is required. This paper contributes to understanding of AAMLP networks and leads to practical recommendations regarding its use.

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멀티 뷰 기법 리뷰: 이해와 응용 (Multi-view learning review: understanding methods and their application)

  • 배강일;이영섭;임창원
    • 응용통계연구
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    • 제32권1호
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    • pp.41-68
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    • 2019
  • 멀티 뷰 기법은 데이터를 다양한 관점에서 보려는 접근 방법이며 데이터의 다양한 정보를 통합하여 사용하려는 시도이다. 최근 많은 연구가 진행되고 있는 멀티 뷰 기법에서는 단일 뷰 만을 이용하여 모형을 학습시켰을 때 보다 좋은 성과를 보인 경우가 많았다. 멀티 뷰 기법에서 딥 러닝 기법의 도입으로 이미지, 텍스트, 음성, 영상 등 다양한 분야에서 좋은 성과를 보였다. 본 연구에서는 멀티 뷰 기법이 인간 행동 인식, 의학, 정보 검색, 표정 인식 분야에서 직면한 여러 가지 문제들을 어떻게 해결하고 있는지 소개하였다. 또한 전통적인 멀티 뷰 기법들을 데이터 차원, 분류기 차원, 표현 간의 통합으로 분류하여 멀티 뷰 기법의 데이터 통합 원리를 리뷰 하였다. 마지막으로 딥 러닝 기법 중 가장 범용적으로 사용되고 있는 CNN, RNN, RBM, Autoencoder, GAN 등이 멀티 뷰 기법에 어떻게 응용되고 있는지를 살펴보았다. 이때 CNN, RNN 기반 학습 모형을 지도학습 기법으로, RBM, Autoencoder, GAN 기반 학습 모형을 비지도 학습 기법으로 분류하여 이 방법들이 대한 이해를 돕고자 하였다.

능동 진동제어를 위한 시스템 동정 (System Identification for Active Vibration control)

  • 송철기;황진권;최종호;이장무
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 1994년도 추계학술대회 논문집
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    • pp.397-401
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    • 1994
  • This paper proposes an identification method for a thin plate where multiple actuators and sensors are bonded. Since a thin plate has small damping ratios of all modes, each mode can be identified seperately with a bandpass filter for each modal signal. With the bandpass filter and the characteristics of the plate, the Multi-Input Multi-Output (MIMO) model of the plate can be converted to several Multi-Input Single-Output(MISO) models of second order linear difference equations of the modes. Parameters for each mode are obtained by using the Least Square method. Form there MISO models, the MIMO model is obtained in the form of the state space. Experiments were performed for an all-clamped plate with two pairs of piezoelectric actuators and sensors. The outputs of the identified model and the experimental data match well.

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Multi Objective Vehicle and Drone Routing Problem with Time Window

  • Park, Tae Joon;Chung, Yerim
    • 한국컴퓨터정보학회논문지
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    • 제24권1호
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    • pp.167-178
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    • 2019
  • In this paper, we study the multi-objectives vehicle and drone routing problem with time windows, MOVDRPTW for short, which is defined in an urban delivery network. We consider the dual modal delivery system consisting of drones and vehicles. Drones are used as a complement to the vehicle and operate in a point to point manner between the depot and the customer. Customers make various requests. They prefer to receive delivery services within the predetermined time range and some customers require fast delivery. The purpose of this paper is to investigate the effectiveness of the delivery strategy of using drones and vehicles together with a multi-objective measures. As experiment datasets, we use the instances generated based on actual courier delivery data. We propose a hybrid multi-objective evolutionary algorithm for solving MOVDRPTW. Our results confirm that the vehicle-drone mixed strategy has 30% cost advantage over vehicle only strategy.

Text Augmentation Using Hierarchy-based Word Replacement

  • Kim, Museong;Kim, Namgyu
    • 한국컴퓨터정보학회논문지
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    • 제26권1호
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    • pp.57-67
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    • 2021
  • 최근 딥 러닝(Deep Learning) 분석에 이질적인 데이터를 함께 사용하는 멀티모달(Multi-modal) 딥러닝 기술이 많이 활용되고 있으며, 특히 텍스트로부터 자동으로 이미지를 생성해내는 Text to Image 합성에 관한 연구가 활발하게 수행되고 있다. 이미지 합성을 위한 딥러닝 학습은 방대한 양의 이미지와 이미지를 설명하는 텍스트의 쌍으로 구성된 데이터를 필요로 하므로, 소량의 데이터로부터 다량의 데이터를 생성하기 위한 데이터 증강 기법이 고안되어 왔다. 텍스트 데이터 증강의 경우 유의어 대체에 기반을 둔 기법들이 다수 사용되고 있지만, 이들 기법은 명사 단어의 유의어 대체 시 이미지의 내용과 상이한 텍스트를 생성할 가능성이 있다는 한계를 갖는다. 따라서 본 연구에서는 단어가 갖는 품사별 특징을 활용하는 텍스트 데이터 증강 방안, 즉 일부 품사에 대해 단어 계층 정보를 활용하여 단어를 대체하는 방안을 제시하였다. 또한 제안 방법론의 성능을 평가하기 위해 MSCOCO 데이터를 사용하여 실험을 수행하여 결과를 제시하였다.

진동측정을 위한 스트레인 게이지 설치위치 최적화 : 최적화 방법 및 평가 (Optimal Placement of Strain Gauge for Vibration Measurement : Formulation and Assessment)

  • 최창림;양보석;최병근
    • 한국소음진동공학회논문집
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    • 제14권8호
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    • pp.757-766
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    • 2004
  • This paper focuses on the formulation and validation of an automatic strategy to select the optimal location and direction of strain gauges for the measurement of the modal response. These locations and directions are important to render the strain measurements as robust as possible when a random mispositioning of the gauges and gauge failures are expected. The approach relies on the evaluation of the signal-to-noise ratios of the gauge measurements from strain data of finite element. The multi-step optimization strategy including genetic algorithm is used to find the strain gauge locations-directions that maximize the smallest modal strain signal-to-noise ratio in the absence of gauge failure or its expected value when gauge failure is possible. A flat Plate is used to prove the applicability of the proposed methodology and to demonstrate the effects of the essential parameters of the problem such as the mispositioning level, the probability of gauge failure, and the number of gauges.

HHT method for system identification and damage detection: an experimental study

  • Zhou, Lily L.;Yan, Gang
    • Smart Structures and Systems
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    • 제2권2호
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    • pp.141-154
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    • 2006
  • Recently, the Hilbert-Huang transform (HHT) has gained considerable attention as a novel technique of signal processing, which shows promise for the system identification and damage detection of structures. This study investigates the effectiveness and accuracy of the HHT method for the system identification and damage detection of structures through a series of experiments. A multi-degree-of-freedom (MDOF) structural model has been constructed with modular members, and the columns of the model can be replaced or removed to simulate damages at different locations with different severities. The measured response data of the structure due to an impulse loading is first decomposed into modal responses using the empirical mode decomposition (EMD) approach with a band-pass filter technique. Then, the Hilbert transform is subsequently applied to each modal response to obtain the instantaneous amplitude and phase angle time histories. A linear least-square fit procedure is used to identify the natural frequencies and damping ratios from the instantaneous amplitude and phase angle for each modal response. When the responses at all degrees of freedom are measured, the mode shape and the physical mass, damping and stiffness matrices of the structure can be determined. Based on a comparison of the stiffness of each story unit prior to and after the damage, the damage locations and severities can be identified. Experimental results demonstrate that the HHT method yields quite accurate results for engineering applications, providing a promising tool for structural health monitoring.