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Journal articles on the topic 'Moving Load Analysis'

Author: Grafiati
Published: 4 June 2021
Last updated: 14 February 2022

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1

White, T. D., S. M. Zaghloul, G. L. Anderton, and D. M. Smith. "Pavement Analysis for Moving Aircraft Load." Journal of Transportation Engineering 123, no. 6 (1997): 436–46. http://dx.doi.org/10.1061/(asce)0733-947x(1997)123:6(436).

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2

Gao, Lian-sheng, Han-cheng Dan, and Liang Li. "Response Analysis of Asphalt Pavement under Dynamic Loadings: Loading Equivalence." Mathematical Problems in Engineering 2019 (July 18, 2019): 1–15. http://dx.doi.org/10.1155/2019/7020298.

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This paper establishes the equivalent relationships between the half-sinusoidal load, triangular load, vertical stepwise load, and moving traffic load. The governing equation was established for analyzing the dynamic responses of pavement, and half-sinusoidal load, triangular load, and vertical stepwise load functions were transformed into Fourier series expressions. The partial differential governing equations were simplified as ordinary differential equations and the analytical solutions were obtained. Further, the solutions were validated through comparing the theoretical results with numer
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3

Wang, Xinwei, and Chunhua Jin. "Differential Quadrature Analysis of Moving Load Problems." Advances in Applied Mathematics and Mechanics 8, no. 4 (2016): 536–55. http://dx.doi.org/10.4208/aamm.2014.m844.

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AbstractThe differential quadrature method (DQM) has been successfully used in a variety of fields. Similar to the conventional point discrete methods such as the collocation method and finite difference method, however, the DQM has some difficulty in dealing with singular functions like the Dirac-delta function. In this paper, two modifications are introduced to overcome the difficulty encountered in solving differential equations with Dirac-delta functions by using the DQM. The moving point load is work-equivalent to loads applied at all grid points and the governing equation is numerically
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4

., M. P. Bastwadkar. "ANALYSIS OF INTEGRAL BRIDGE FOR DEAD LOAD AND MOVING LOADS." International Journal of Research in Engineering and Technology 06, no. 06 (2017): 91–98. http://dx.doi.org/10.15623/ijret.2017.0606016.

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5

Shahmardani, M. "MOVING LOAD ANALYSIS OF SUBMERGED FLOATING TUNNELS." International Journal of Engineering 25, no. 1(C) (2012): 17–24. http://dx.doi.org/10.5829/idosi.ije.2012.25.01c.03.

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6

Huang, S. C., and W. J. Chiou. "Modeling and Vibration Analysis of Spinning-Disk and Moving-Head Assembly in Computer Storage Systems." Journal of Vibration and Acoustics 119, no. 2 (1997): 185–91. http://dx.doi.org/10.1115/1.2889701.

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Vibration of a spinning disk subject to a moving head, that is frequently encountered in computer storage system, is studied. The magnetic head moving on the spinning disk is modeled as a harmonically varying load traveling in the radial direction. The spinning disk responses are solved for analytically through an approach that employs the Galerkin’s method and some solution techniques. Examples of various loading conditions are then illustrated and discussed. The load’s moving speed was found to act as a driving frequency and it would cause resonances at certain speeds. The resonances caused
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7

Visweswara Rao, G. "Linear Dynamics of an Elastic Beam Under Moving Loads." Journal of Vibration and Acoustics 122, no. 3 (2000): 281–89. http://dx.doi.org/10.1115/1.1303822.

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The dynamic response of an Euler-Bernoulli beam under moving loads is studied by mode superposition. The inertial effects of the moving load are included in the analysis. The time-dependent equations of motion in modal space are solved by the method of multiple scales. Instability regions of parametric resonance are identified and the moving mass effect is shown to significantly affect the transient response of the beam. Importance of modal interaction arising out of the possible internal resonance is highlighted. While the external resonance is due to the gravity effects of the moving load, t
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8

Tehrani, Mohammad, and H. R. Eipakchi. "Analysis of Shearing Viscoelastic Beam under Moving Load." Shock and Vibration 19, no. 3 (2012): 447–58. http://dx.doi.org/10.1155/2012/194754.

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In this paper the dynamic behavior of a viscoelastic beam subjected to a moving distributed load has been studied analytically. The viscoelastic properties of the beam have been considered as the linear standard model in shear and incompressible in bulk. The stress components have been separated to the shear and dilatation components then, the governing equation in viscoelastic form has been obtained with direct method and it has been solved with the eigenfunction expansion method. Using the obtained dimensionless coefficients from the governing equation, an analytical procedure has been prese
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9

HASHIMOTO, Yoshio. "A vibration analysis of beam with moving load." Journal of the Japan Society for Aeronautical and Space Sciences 37, no. 431 (1989): 591–96. http://dx.doi.org/10.2322/jjsass1969.37.591.

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10

Luo, Mu Xin, and Jing Hong Gao. "Sensitivity Analysis of Continuous Curved Bridge under Different Curvature Radius." Applied Mechanics and Materials 587-589 (July 2014): 1650–54. http://dx.doi.org/10.4028/www.scientific.net/amm.587-589.1650.

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In the condition of the same span, to change the continuous curved bridge's curvature radius and under the dead load and moving load to compare how the internal force changes in different curvature radius. The finite element model is established to simulate the actual structure by Midas Civil. Results in a continuous curved bridge which main span of less than 60m, under the dead load, bending moment (-y) is unlikely to change, reinforced by a straight bridge can meet the requirements; under the moving loads, the curvature radius of the bending moment (-y) has little influence, should focus on
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11

Koziol, Piotr, and Cristinel Mares. "Wavelet Approach for Vibration Analysis of Fast Moving Load on a Viscoelastic Medium." Shock and Vibration 17, no. 4-5 (2010): 461–72. http://dx.doi.org/10.1155/2010/278538.

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This paper analyses theoretically the response of a solid for fast moving trains using models related to real situations: a load moving in a tunnel and a load moving on a surface. The mathematical model is described by Navier's elastodynamic equation of motion for the soil and Euler-Bernoulli equation for the beam with appropriate boundary conditions. Two modelling approaches are investigated: the model with half space under the beam and the model with finite thickness of supporting medium. The problem of singularities for displacements calculation is discussed in relation with boundary condit
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12

Liqun, Yuan, Men Yuming, and Liu Hongjia. "The Dynamic Response Simulation Analysis of U-Shaped Metro Tunnel." Applied Mechanics and Materials 470 (December 2013): 857–61. http://dx.doi.org/10.4028/www.scientific.net/amm.470.857.

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In order to make model loading plan reasonably, point loads and moving loads are used in the finite element calculation model of subway tunnel, and the result shows that: the time-history curves of acceleration are uniform under two conditions of point loads and moving loads in the U-shaped Metro tunnel orthogonal with the ground fissure, and they are consistent with the load curve. Under two conditions of point loads and moving loads, the maximum displacement along the tunnel arch bottom are at the end of the tunnel and the minimum displacement are at the middle. In these two conditions, the
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13

Liu, Yang. "Dynamic Analysis of Elastic Support Beam Subject to Moving Load." Applied Mechanics and Materials 256-259 (December 2012): 918–21. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.918.

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The dynamics of elastic support beam are studied and the latent equation of the freely vibration modes of elastic bearing beam is deduced. The equation of the forced vibration of an elastically supported beam is obtained by the Lagrange equations and the influence of spring stiffness and moving load speed are analyzed. Calculation results show: the elastic supports have great effects on responses of beams, the dynamic amplification of deflections and stresses increases with the spring stiffness; the dynamic response of beam also increase with the increase of the speed of moving loads.
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14

Ouyang, H., J. E. Mottershead, and W. Li. "A Moving-Load Model for Disc-Brake Stability Analysis." Journal of Vibration and Acoustics 125, no. 1 (2003): 53–58. http://dx.doi.org/10.1115/1.1521954.

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There are many elasto-mechanical systems that involve two components in moving contact where large-amplitude vibration and noise can be excited. This paper models the vibration and dynamic instability of a car disc brake as a moving load problem in which one component (the disc) is amenable to analytical treatment while the other component (the pads, calliper and mounting) has to be dealt with by the finite element method. A method is presented for solving the dynamic instability of the car disc brake as a nonlinear eigenvalue problem. The same approach can tackle other moving load problems.
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15

Yang, Hui, Weiming Yan, and Haoxiang He. "Parameters Identification of Moving Load Using ANN and Dynamic Strain." Shock and Vibration 2016 (2016): 1–13. http://dx.doi.org/10.1155/2016/8249851.

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Moving load identification is an important part of bridge structure health monitoring; accurate and reliable load data can be used to check the load of bridge design, and the load spectrum can provide a more practical basis for structural fatigue analysis. The method of the BP neural network is used in bridge moving loads identification. The numerical examples of identification of the axle loads of a two-axle vehicle moving on a simply supported bridge under various speeds and weights are carried out. The sensitivity of the bridge deflection and strain to moving loads is analyzed, and the infl
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16

Lee, Kyu-Ho, Yong-Hyun Cho, and Jin-Tai Chung. "Dynamic Analysis of Catenary System Subjected to Moving Load." Transactions of the Korean Society of Mechanical Engineers A 35, no. 1 (2011): 99–106. http://dx.doi.org/10.3795/ksme-a.2011.35.1.099.

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17

Liu, Zhi Feng, and Bo Hua Zhang. "Static Analysis of Variable Cross-Section Beam Carrying a Moving Heavy Load." Applied Mechanics and Materials 575 (June 2014): 329–36. http://dx.doi.org/10.4028/www.scientific.net/amm.575.329.

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The problem of variable cross-section beam carrying a moving heavy load is investigated. UG software is used to build a three-dimensional model of the beam. The finite difference method and finite element method are used static analysis for the variable cross-section beam carrying a moving heavy load. The static deformation of the beam guide surface is obtained. Comparing the data of the two method, the feasibility of the method is verified. This paper give a guide surface load curve research method of variable cross-section beam carrying a moving heavy load.
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18

Wang, Ren Zuo, Shi Kai Chen, Chung Yue Wang, and Bin Chin Lin. "Analysis of Elastic Beam Subjected to Moving Dynamic Loads." Advanced Materials Research 250-253 (May 2011): 1187–91. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.1187.

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The main object of this paper is to apply the vector form intrinsic finite element (VFIFE, or V-5) techniques in nonlinear large deformation dynamic analysis for the responses of moving loads on rigid frame structures. In this study, the simulation of moving loading is brought into the vector form intrinsic finite element method. It can effectively simulate the moving load. Comparing the results of the numerical simulations by VFIFE with the results obtained from other literatures, they are very close. It proved that VFIFE can effectively simulate the nonlinear large deformation dynamic proble
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19

Tran, Thanh Trung, Quoc Hoa Pham, Trung Nguyen-Thoi, and The-Van Tran. "Dynamic Analysis of Sandwich Auxetic Honeycomb Plates Subjected to Moving Oscillator Load on Elastic Foundation." Advances in Materials Science and Engineering 2020 (May 12, 2020): 1–16. http://dx.doi.org/10.1155/2020/6309130.

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Based on Mindlin plate theory and finite element method (FEM), dynamic response analysis of sandwich composite plates with auxetic honeycomb core resting on the elastic foundation (EF) under moving oscillator load is investigated in this work. Moving oscillator load includes spring-elastic k and damper c. The EF with two coefficients was modelled by Winkler and Pasternak. The system of equations of motion of the sandwich composite plate can be solved by Newmark’s direct integration method. The reliability of the present method is verified through comparison with the results other methods avail
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20

Gutman, Semion, and Junhong Ha. "Uniform attractor of shallow arch motion under moving points load." Journal of Mathematical Analysis and Applications 464, no. 1 (2018): 557–79. http://dx.doi.org/10.1016/j.jmaa.2018.04.025.

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21

Chen, Yuanchang, Bangji Zhang, and Shengzhao Chen. "Model Reduction Technique Tailored to the Dynamic Analysis of a Beam Structure under a Moving Load." Shock and Vibration 2014 (2014): 1–13. http://dx.doi.org/10.1155/2014/406093.

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This study presents a technique that uses a model reduction method for the dynamic response analysis of a beam structure to a moving load, which can be modeled either as a moving point force or as a moving body. The nature of the dedicated condensation method tailored to address the moving load case is that the master degrees of freedom are reselected, and the coefficient matrices of the condensed model are recalculated as the load travels from one element to another. Although this process increases computational burden, the overall computational time is still greatly reduced because of the sm
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22

Usman, Mustapha Adewale, Fatai Akangbe Hammed, Deborah O. Daniel, Sherrifat Taiwo Okusaga, and Oduyomi Michael Badejo. "ON THE RESPONSE OF VIBRATION ANALYSIS OF BEAM SUBJECTED TO MOVING FORCE AND MOVING MASS." African Journal of Science and Nature 10 (November 10, 2020): 88. http://dx.doi.org/10.46881/ajsn.v10i0.181.

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In this paper, vibration of beam subjected to moving force and moving mass is considered. Finite Fourier Sine transform with method of undetermined coefficient is used to solve the governing partial differential equation of order four. It was found that the response amplitude increases as the mass of the load increases for the case of moving mass while the response amplitude for the case of moving mass is not affected by increase in mass of the load. Also analysis shows that the response amplitude for the case of moving force is greater than that of moving mass.
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23

Ataman, M. "Amplification Factors in the Case of Beam Under Moving Force – Theoretical Analysis." Archives of Civil Engineering 65, no. 1 (2019): 83–96. http://dx.doi.org/10.2478/ace-2019-0006.

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AbstractThe impact of a moving load speed on the dynamic overload of beams, assuming that the track of the load has no unevenness, is examined. First the problem of a visco-elastic beam on a Winkler foundation subjected to a force moving at a constant speed will be solved. Using the Bubnov-Galerkin method, the deflections of the beam, and then the bending moments and shear forces will be determined. The solution of the problem will be obtained both for the case of a forced vibration and the case of a free vibration after the moving force has left the beam. Using these solutions, dynamic amplif
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24

Zhao, Y., L. T. Si, and H. Ouyang. "Dynamic Analysis of an Infinitely Long Beam Resting on a Kelvin Foundation under Moving Random Loads." Shock and Vibration 2017 (2017): 1–13. http://dx.doi.org/10.1155/2017/3809415.

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Nonstationary random vibration analysis of an infinitely long beam resting on a Kelvin foundation subjected to moving random loads is studied in this paper. Based on the pseudo excitation method (PEM) combined with the Fourier transform (FT), a closed-form solution of the power spectral responses of the nonstationary random vibration of the system is derived in the frequency-wavenumber domain. On the numerical integration scheme a fast Fourier transform is developed for moving load problems through a parameter substitution, which is found to be superior to Simpson’s rule. The results obtained
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25

Wang, H. P., J. Li, and K. Zhang. "Vibration analysis of the maglev guideway with the moving load." Journal of Sound and Vibration 305, no. 4-5 (2007): 621–40. http://dx.doi.org/10.1016/j.jsv.2007.04.030.

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26

YAMASHITA, Yuichi, Takahito GOSHIMA, Masayoshi SIMIZU, and Sotomi ISHIHARA. "410 Thermal Stress Analysis of Coating Disk with Moving Load." Proceedings of Conference of Hokuriku-Shinetsu Branch 2007.44 (2007): 149–50. http://dx.doi.org/10.1299/jsmehs.2007.44.149.

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27

HIGASHIYAMA, Akihiro, Hiroshi MATSUHISA, Hideo UTSUNO, Keisuke YAMADA, and Katsutoshi SAWADA. "226 Vibration Analysis of Elevated Bridges Subjected to Moving Load." Proceedings of the Dynamics & Design Conference 2009 (2009): _226–1_—_226–6_. http://dx.doi.org/10.1299/jsmedmc.2009._226-1_.

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28

Wu, Jong-Shyong, and Lieh-Kwang Chiang. "Dynamic analysis of an arch due to a moving load." Journal of Sound and Vibration 269, no. 3-5 (2004): 511–34. http://dx.doi.org/10.1016/s0022-460x(03)00020-8.

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29

Khiem, N. T., and P. T. Hang. "Spectral analysis of multiple cracked beam subjected to moving load." Vietnam Journal of Mechanics 36, no. 4 (2014): 245–54. http://dx.doi.org/10.15625/0866-7136/36/4/3369.

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In present paper, the spectral approach is proposed for analysis of multiple cracked beam subjected to general moving load that allows us to obtain explicitly dynamic response of the beam in frequency domain. The obtained frequency response is straightforward to calculate time history response by using the FFT algorithm and provides a novel tool to investigate effect of position and depth of multiple cracks on the dynamic response. The analysis is important to develop the spectral method for identification of multiple cracked beam by using its response to moving load. The theoretical developme
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30

LI, Shaochang, Hideyuki OHTAKI, and Keiichi WATANUKI. "Analysis of Vibration of Timing Belt. Under a Moving Load." Transactions of the Japan Society of Mechanical Engineers Series C 62, no. 595 (1996): 1113–19. http://dx.doi.org/10.1299/kikaic.62.1113.

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31

Chung, Nguyen Thai, and Do Ngoc Tien. "Dynamic response of three dimension tunnel on elastic foundation subjected to moving vehicle loads." Vietnam Journal of Mechanics 37, no. 2 (2015): 105–22. http://dx.doi.org/10.15625/0866-7136/37/2/5552.

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Dynamic response analysis of tunnel with elastic foundation subjected to the load such as the hydrostatic pressure, seismic or moving load is an important but complicate problem in transport engineering due to increasing of traffic volume. This paper is devoted to study dynamic response of a tunnel surrounded by elastic foundation under moving vehicle loads by using the finite element method (FEM). The numerical results were then validated by an experimentation on a real structure.
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32

Khiem, NT, and PT Hang. "Analysis and identification of multiple-cracked beam subjected to moving harmonic load." Journal of Vibration and Control 24, no. 13 (2017): 2782–801. http://dx.doi.org/10.1177/1077546317694496.

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An exact expression is obtained in the frequency domain for the response of a multiple-cracked beam subjected to a moving harmonic load. The obtained solution is used first for response analysis of the beam in dependence on the load speed, frequency, and crack parameters. Then, based on the solution a procedure is developed for detecting multiple cracks in a beam from the measured frequency response. The most important advantage of the spectral approach is that it allows not only vibration analysis of beam with arbitrary number of cracks under harmonic moving load but also enables to detect an
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33

Cao, Tan Ngoc Than, Van Hai Luong, Hoang Nhi Vo, et al. "A Moving Element Method for the Dynamic Analysis of Composite Plate Resting on a Pasternak Foundation Subjected to a Moving Load." International Journal of Computational Methods 16, no. 08 (2019): 1850124. http://dx.doi.org/10.1142/s0219876218501244.

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The paper proposes a computational approach to simulate the dynamic responses of composite plate resting on a Pasternak foundation subjected a moving load using the moving element method (MEM). The plate element stiffness matrix is formulated in a coordinate system which moves with the load. The main convenience is that the load is static in this coordinate system, which avoids the updating of the load locations due to the change of the contact points with the elements. The effects of the Pasternak foundation, energy dissipation mechanisms, load’s velocity, material properties on the dynamic r
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34

Pang, Yi-Hui, Hong-Bo Wang, Jian-Jian Zhao, and De-Yong Shang. "Analysis and Prediction of Hydraulic Support Load Based on Time Series Data Modeling." Geofluids 2020 (October 22, 2020): 1–15. http://dx.doi.org/10.1155/2020/8851475.

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Hydraulic support plays a key role in ground control of longwall mining. The smart prediction methods of support load are important for achieving intelligent mining. In this paper, the hydraulic support load data is decomposed into trend term, cycle term, and residual term, and it is found that the data has clear trend and period features, which can be called time series data. Based on the autoregression theory and weighted moving average method, the time series model is built to analyze the load data and predict its evolution trend, and the prediction accuracy of the sliding window model, ARI
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35

Song, Chang Li, and Jing Ji. "Dynamic Characteristics of Bridge under Moving Constant Load." Advanced Materials Research 532-533 (June 2012): 306–10. http://dx.doi.org/10.4028/www.scientific.net/amr.532-533.306.

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It is very important to carry out research of dynamic performance and acquire data of bridge. it can provide reference for design of bridge. Combined with a bridge in actual engineering, this paper analyzes the deformation of bridge subjected to vehicles with different velocities. Based on typical theory on vibration analysis between bridge and vehicles and simplified model, finite element model of simple-supported bridge is established by ANSYS software, and concrete process of modeling, solving, analyzing and dealing is introduced. Through the numerical simulation analysis dynamic response c
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36

Li, Jinhua, and Huantao Zhang. "Moving Load Spectrum for Analyzing the Extreme Response of Bridge Free Vibration." Shock and Vibration 2020 (January 22, 2020): 1–13. http://dx.doi.org/10.1155/2020/9431620.

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In order to more effectively establish the relationship between moving load speed and the extreme response of bridge free vibration, a novel analysis method is presented based on the moving load spectrum, which is deduced from Fourier transform in this paper. By analyzing the moving load spectrum in detail, the moving load velocities which lead to the extreme responses of bridge free vibration under single moving constant force or harmonic force are obtained, and the corresponding formula for calculating the moving load velocity which leads to the maximum response of bridge free vibration is p
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37

Koziol, Piotr, and Zdzislaw Hryniewicz. "Dynamic Response of a Beam Resting on a Nonlinear Foundation to a Moving Load: Coiflet-Based Solution." Shock and Vibration 19, no. 5 (2012): 995–1007. http://dx.doi.org/10.1155/2012/525643.

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This paper presents a new semi-analytical solution for the Timoshenko beam subjected to a moving load in case of a nonlinear medium underneath. The finite series of distributed moving loads harmonically varying in time is considered as a representation of a moving train. The solution for vibrations is obtained by using the Adomian's decomposition combined with the Fourier transform and a wavelet-based procedure for its computation. The adapted approximating method uses wavelet filters of Coiflet type that appeared a very effective tool for vibration analysis in a few earlier papers. The develo
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38

Lotfy, Mohamed N., Yasser A. Khalifa, Abdelrahim K. Dessouki, and Elsayed Fathallah. "Dynamic Behavior of Steel and Composite Ferry Subjected to Transverse Eccentric Moving Load Using Finite Element Analysis." Applied Sciences 10, no. 15 (2020): 5367. http://dx.doi.org/10.3390/app10155367.

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The most important problems confronted by designers of floating structures are minimizing weight and increasing payload to get proper resistance to the applied loads. In the present study, the structural performance of a ferry is analyzed using both metallic and composite materials as a result of the dynamic load of the Military Load Capacity (MLC) 70 (tank load). The model is composed of sixteen floating pontoons. Finite element simulation and dynamic analysis were performed using ANSYS software (analysis system software), considering a moving MLC70 (tank load). Both concentric and eccentric
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39

Kim, Eon-Kyoung, Hongseob Oh, and Jongsung Sim. "Semiempirical Methodology for Estimating the Service Life of Concrete Deck Panels Strengthened with Fiber-Reinforced Polymer." Mathematical Problems in Engineering 2014 (2014): 1–13. http://dx.doi.org/10.1155/2014/273693.

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Deterioration of concrete bridge decks affects their durability, safety, and function. It is therefore necessary to conduct structural rehabilitation of damaged concrete decks by strengthening them with fiber-reinforced polymer. Of the recent studies on the strengthened structures, most have focused on static behavior; only a few studies have investigated fatigue behavior. Accurate analysis of fatigue in concrete deck performance requires a more realistic simulated moving load. This study developed a theoretical live-load model to reflect the effect of moving vehicle loads, based on a statisti
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40

Wang, Xiao Qin, and Wen Cheng Jin. "Time-History Analysis of Lowpylon Cable-Stayed Bridge with Moving Loads." Applied Mechanics and Materials 90-93 (September 2011): 1726–31. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.1726.

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Established space dynamic analysis model of nonlinear structure in accordance with the unique mechanical characteristics of Lowpylon Cable-stayed Bridge. As the Example for the program about 90+128 meters spacing lowpylon Cable-stayed Bridge of houhu in Wuhan,Simulated the whole process of automobile loading bridge ,calculated eigenvalues of moving loads. Adopted computing skills,using nonlinear supperposition theory analysed time-history and discussed the influence about vibration of transverse and longitudinal because of different velocity. The results show that the research using nonlinear
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41

Niemi, Antti H., Jani Koskela, and Filip Fedorik. "Evaluation of some harmonic load models for the vibration analysis of footbridges." Rakenteiden Mekaniikka 50, no. 3 (2017): 127–30. http://dx.doi.org/10.23998/rm.65104.

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We analyze and compare different dynamic load models used for the verification of vibration serviceability of footbridges. The considered models predict the acceleration response of the bridge for random streams of pedestrians as well as for deterministic group of walking or running pedestrians. The analysis is carried out in the context of a model steel-concrete composite bridge. Both moving and stationary loads are studied.
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42

Thuy, Le Xuan. "Dynamic analysis of curved plate - columns system subjected to moving load." International Journal of Advanced Engineering Research and Science 7, no. 4 (2020): 164–69. http://dx.doi.org/10.22161/ijaers.74.19.

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43

Shafabakhsh, Gholamali, Ehsan Kashi, and Mojtaba Tahani. "Analysis of runway pavement response under aircraft moving load by FEM." Journal of Engineering, Design and Technology 16, no. 2 (2018): 233–43. http://dx.doi.org/10.1108/jedt-09-2017-0093.

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Purpose Given the importance of airports and the need to develop this issue in runway, the purpose of this study, pavement response values under loading of different aircraft have been obtained using tire and pavement modeling by finite element method (FEM). To predict the actual behavior of pavements under aircraft loading, dynamic analysis of runway flexible pavement was performed using Abaqus software version 6.10. Design/methodology/approach The method is based on finite element analysis and software simulation. And the main goal to obtain the amount of pavement stress and deflection at di
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44

Rezvani, M. J., and Karami M. Khorramabadi. "Dynamic analysis of a composite beam subjected to a moving load." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 223, no. 7 (2009): 1543–54. http://dx.doi.org/10.1243/09544062jmes1364.

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In this article, the dynamic analysis of an infinite Timoshenko beam made of a laminated composite located on a generalized Pasternak viscoelastic foundation is studied. The beam is subjected to a moving concentrated load. It is assumed that the mechanical properties of the beam change in the direction of the beam thickness but remain constant in the axial direction. Closed-form steady-state solutions, based on the first-order shear deformation theory, are developed. By selection of an appropriate displacement field for the composite beam, and using the principle of total minimum potential ene
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45

Wu, J. S., and K. Z. Chen. "DYNAMIC ANALYSIS OF A CHANNEL BEAM DUE TO A MOVING LOAD." Journal of Sound and Vibration 188, no. 3 (1995): 337–45. http://dx.doi.org/10.1006/jsvi.1995.0597.

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Vieira, Ricardo F., Diego Lisi, and Francisco B. Virtuoso. "Dynamic analysis of bridge girders submitted to an eccentric moving load." Structural Engineering and Mechanics 52, no. 1 (2014): 173–203. http://dx.doi.org/10.12989/sem.2014.52.1.173.

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47

Kang, B., and C. A. Tan. "Nonlinear response of a beam under distributed moving contact load." Communications in Nonlinear Science and Numerical Simulation 11, no. 2 (2006): 203–32. http://dx.doi.org/10.1016/j.cnsns.2004.08.002.

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48

Demirtas, Salih, Hasan Ozturk, and Mustafa Sabuncu. "Dynamic Response of Multi-bay Frames Subjected to Successive Moving Forces." International Journal of Structural Stability and Dynamics 19, no. 04 (2019): 1950042. http://dx.doi.org/10.1142/s0219455419500421.

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This paper investigates the dynamic responses of multi-bay frames with identical bay lengths subjected to a transverse single moving load and successive moving loads with a constant interval at a constant speed. The effects of the bay length and the speed of the moving load on the response of the multi-bay frame subjected to a single point load are investigated numerically by the finite element method. A computer code is developed by using MATLAB to perform the finite element analysis. The Newmark method is employed to solve for the dynamic responses of the multi-bay frame. With this, the dyna
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Huang, Hong-Yuan, Ming-Jie Zhao, Yao Rong, Yang Sun, and Xiao Xiao. "Analysis of the Vibration of the Ground Surface by Using the Layered Soil: Viscoelastic Euler Beam Model due to the Moving Load." Mathematical Problems in Engineering 2021 (February 6, 2021): 1–14. http://dx.doi.org/10.1155/2021/6619197.

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Moving loads will have a certain impact on the safety of the structures. Since concrete is a viscoelastic material, the elastic concrete model cannot describe its viscoelastic characteristics under moving loads. It is necessary to establish a model that can describe the viscoelastic characteristics of concrete materials. In addition, the layered of the soil is also an important factor affecting the propagation of subway vibration waves. Considering the effects of the properties of the concrete material of the subway tunnel structure and the layered soil foundation as well as the load velocity
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Rieker, Joseph R., Yih-Hwang Lin, and Martin W. Trethewey. "Discretization considerations in moving load finite element beam models." Finite Elements in Analysis and Design 21, no. 3 (1996): 129–44. http://dx.doi.org/10.1016/0168-874x(95)00029-s.

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