Relevant bibliographies by topics / Vehicle–bridge interaction

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Vehicle–bridge interaction'

Author: Grafiati
Published: 4 June 2021
Last updated: 21 February 2023

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Journal articles on the topic "Vehicle–bridge interaction"

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Yang, Mijia, and Chang Liu. "Possibility of Bridge Inspection through Drive-By Vehicles." Applied Sciences 11, no. 1 (2020): 69. http://dx.doi.org/10.3390/app11010069.

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Based on virtual simulations of vehicle–bridge interactions, the possibility of detecting stiffness reduction damages in bridges through vehicle responses was tested in two dimensional (2D) and three dimensional (3D) settings. Short-Time Fourier Transformation (STFT) was used to process vehicles’ acceleration data obtained through the 2D and 3D virtual simulations. The energy band variation of the vehicle acceleration time history was found strongly related to damage parameters. More importantly, the vehicle’s initial entering conditions are critical in obtaining correct vehicle responses thro
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Provornaya, Daria, and Sergey Glushkov. "Vehicle-bridge interaction system." MATEC Web of Conferences 239 (2018): 05004. http://dx.doi.org/10.1051/matecconf/201823905004.

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One of the problems in high-speed railways is the influence and vibrations of bridges caused by moving trains. This problem significantly differs from the problems of road bridges for the following reasons. Firstly, the loads caused by the moving train on the bridge are repeated in nature, as a consecutively rotating loads (wheel), implying that certain frequencies will be caused on the bridge during the passage of the train. In contrast, the loads implied on the road are random in nature, expressed through wheel loads and the distance between the wheels. Secondly, high-speed trains can move a
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Liu, Jia Feng, and Yan Li. "Development and Challenge of the Vehicle and Highway Bridges Dynamic Interaction." Key Engineering Materials 574 (September 2013): 135–50. http://dx.doi.org/10.4028/www.scientific.net/kem.574.135.

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With the development of long-span flexible bridges and the increase of highway transportation, both the dynamic responses of highway bridges under high-speed and heavy vehicles and the safety control of vehicles have deserved general concerns. First, this paper briefly discussed some researches on coupling vibration of vehicle and highway-bridges, then roundly summarized main research achievements accounting on the vehicle analytical model, bridge analytical model, surface roughness of road, numerical method of vehicle-bridge coupling vibration and some other aspects. Meanwhile, some research
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CAI, C. S., WEI ZHANG, XIANZHI LIU, et al. "FRAMEWORK OF WIND–VEHICLE–BRIDGE INTERACTION ANALYSIS AND ITS APPLICATIONS." Journal of Earthquake and Tsunami 07, no. 03 (2013): 1350020. http://dx.doi.org/10.1142/s1793431113500206.

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Under strong winds, bridges may exhibit large dynamic responses. Wind may also endanger the safety of moving vehicles on the roadways as well as on bridges. For regular aerodynamic study of long-span bridges, traffic loads are not typically considered, assuming that bridges will be closed to traffic at high wind speeds. Therefore, bridges are usually tested in wind tunnels or analyzed numerically without considering moving vehicles on them. However, there are numerous possible scenarios under which vehicles may still be on the bridge when higher wind speeds occur. These scenarios include unexp
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YANG, Y. B., M. C. CHENG, and K. C. CHANG. "FREQUENCY VARIATION IN VEHICLE–BRIDGE INTERACTION SYSTEMS." International Journal of Structural Stability and Dynamics 13, no. 02 (2013): 1350019. http://dx.doi.org/10.1142/s0219455413500193.

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The variation of the instantaneous frequencies of bridges under moving vehicles is a problem not well studied in the literature. A theoretical framework is presented for the problem, considering the variation in frequencies for both the bridge and moving vehicle. First, the equations of motion are written for the two sub-systems. By solving the eigenvalue problem, analytical solutions in closed-form are derived from the frequencies of the vehicle and bridge that are coupled with each other. Based on this, the variation pattern, range, and dominating factors involved are studied, along with the
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Shokravi, Hoofar, Hooman Shokravi, Norhisham Bakhary, Mahshid Heidarrezaei, Seyed Saeid Rahimian Koloor, and Michal Petrů. "Vehicle-Assisted Techniques for Health Monitoring of Bridges." Sensors 20, no. 12 (2020): 3460. http://dx.doi.org/10.3390/s20123460.

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Bridges are designed to withstand different types of loads, including dead, live, environmental, and occasional loads during their service period. Moving vehicles are the main source of the applied live load on bridges. The applied load to highway bridges depends on several traffic parameters such as weight of vehicles, axle load, configuration of axles, position of vehicles on the bridge, number of vehicles, direction, and vehicle’s speed. The estimation of traffic loadings on bridges are generally notional and, consequently, can be excessively conservative. Hence, accurate prediction of the
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Chen, Enli, Xia Zhang, and Gaolei Wang. "Rigid–flexible coupled dynamic response of steel–concrete bridges on expressways considering vehicle–road–bridge interaction." Advances in Structural Engineering 23, no. 1 (2019): 160–73. http://dx.doi.org/10.1177/1369433219866092.

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Steel–concrete bridges on highways are now widely used, and their dynamic coupling effect is more prominent under heavy vehicles. At present, for the study of vehicle–bridge coupling, it is difficult to reflect the mechanical response characteristics of the bridge pavement because the bridge pavement (road) is often considered as a load. In order to get closer to reality, we use the whole vehicle model and the bridge model to realize the dynamic coupling of highway vehicle–bridge. Moreover, the vehicle model can take into account tire characteristics, such as various linear and nonlinear suspe
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Jalili, N., and E. Esmailzadeh. "Dynamic interaction of vehicles moving on uniform bridges." Proceedings of the Institution of Mechanical Engineers, Part K: Journal of Multi-body Dynamics 216, no. 4 (2002): 343–50. http://dx.doi.org/10.1243/146441902320992437.

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The dynamic interaction problem of moving vehicles on uniform suspension bridges is studied. The resulting variable moving loads acting on the bridge are of great practical importance to both bridge and automotive engineers. The vehicle, including the occupants, is modelled as a planar half-car with six degrees of freedom, and the bridge is assumed to obey the Euler-Bernoulli beam theory with arbitrary conventional boundary conditions. However, the numerical simulations presented here are for the case of a vehicle travelling at a constant speed on a bridge with simply supported end conditions.
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Han, Y., S. Q. Shu, and D. Tan. "Numerical Simulation on Aerodynamic Characteristics of Road Vehicles on Bridges under Cross Winds." Advanced Materials Research 774-776 (September 2013): 241–47. http://dx.doi.org/10.4028/www.scientific.net/amr.774-776.241.

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The aerodynamic force coefficients of road vehicles under wind loads depend on not only the shapes of vehicles but also those of infrastructures, such as a bridge. Therefore, study of the aerodynamic characteristics of road vehicles considering the interaction of aerodynamic forces between the road vehicles and bridge is necessary for predicting the performance of vehicle under wind loads properly. This paper studies aerodynamic characteristics of road vehicles when vehicles run on bridges under cross winds using the CFD method. The dependence of aerodynamic forces on vehicle speeds, the inter
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Melcer, Jozef. "A Vehicle - Bridge Interaction." Communications - Scientific letters of the University of Zilina 9, no. 3 (2007): 5–10. http://dx.doi.org/10.26552/com.c.2007.3.5-10.

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Dissertations / Theses on the topic "Vehicle–bridge interaction"

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Su, Danna. "SEISMIC PERFORMANCE OF HIGHWAY BRIDGES SUBJECTED TO STRONG EARTHQUAKES CONSIDERING VEHICLE-BRIDGE INTERACTION." Kyoto University, 2018. http://hdl.handle.net/2433/232014.

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Arvidsson, Therese. "Train–Bridge Interaction : Literature Review and Parameter Screening." Licentiate thesis, KTH, Bro- och stålbyggnad, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-144843.

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New railway lines are continuously being constructed and existing lines are upgraded. Hence, there is a need for research directed towards efficient design of the supporting structures. Increasingly advanced calculation methods can be motivated, especially in projects where huge savings can be obtained from verifying that existing structures can safely support increased axle loads and higher speeds. This thesis treats the dynamic response of bridges under freight and passenger train loads. The main focus is the idealisation of the train load and its implications for the evaluation of the verti
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Zhong, Hai. "Dynamic Interaction of Vehicle and Bridge Subjected to Prestress Force Loss and Foundation Settlement." Diss., North Dakota State University, 2016. http://hdl.handle.net/10365/25662.

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Plenty of bridges in U.S. are suffering from prestress force loss and foundation settlements. The loss of prestress force in bridge load-carrying members such as girders may lead to the malfunction and even failure of the prestressed bridges that comprises more than 55% of all new and replaced bridges built in US between the year 2000 and 2012. Settlement of foundations supporting the bridge piers and abutments impairs the superstructure integrity and serviceability of the bridge, or even collapses the bridge if the settlement is over a certain limit. In present study, the dynamic interaction
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Karoumi, Raid. "Response of cable-stayed and suspension bridges to moving vehicles : Analysis methods and practical modeling techniques." Doctoral thesis, KTH, Byggkonstruktion, 1998. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-2764.

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This thesis presents a state-of-the-art-review and twodifferent approaches for solving the moving load problem ofcable-stayed and suspension bridges. The first approach uses a simplified analysis method tostudy the dynamic response of simple cable-stayed bridgemodels. The bridge is idealized as a Bernoulli-Euler beam onelastic supports with varying support stiffness. To solve theequation of motion of the bridge, the finite difference methodand the mode superposition technique are used. The second approach is based on the nonlinear finite elementmethod and is used to study the response of more
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Elm, Dahlman Rasmus, and Emil Lundberg. "Parametric Studies of Train-Track-Bridge Interaction : An evaluation of the dynamic amplification due to track irregularities for freight transport." Thesis, KTH, Bro- och stålbyggnad, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-301309.

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In this thesis a train-track-bridge interaction (TTBI) model is developed in order to study the dynamic amplification from track irregularities on railway bridges traversed by freight trains. These simulations are of great importance since rail freight transport is expected to increase in order to meet the climate goals. The shift of the freight industry is however not accomplished without complications, because of the heavier and more frequent transportation higher demand is put on the infrastructure supporting the railways. In order to adequately assess the bearing capacity of the railway br
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Lasri, Othmane. "Sull'utilizzo del traffico veicolare per il monitoraggio di infrastrutture civili: la linea di influenza come indicatore di danno." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2021.

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This thesis introduces a low-cost monitoring technique that uses one or more accelerometers to survey the structural health of the bridge. Using bridge vibration due to vehicles, the method here presented, calculates the line of influence and use it as a damage-sensitive feature. Variations in the line of influence are used to reveal and estimate the structural damage. The proposed method is simulated using a MATLAB algorithm; the simulation takes into account the vehicle-bridge interaction and the roughness of the track. The car model used is a two-degree-of-freedom quarter car while, the b
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Cassola, Silmara. "Análise dinâmica da interação entre ponte rodoviária e veículos pesados." Universidade de São Paulo, 2005. http://www.teses.usp.br/teses/disponiveis/18/18135/tde-01122015-120757/.

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O problema da interação dinâmica entre ponte rodoviária e veículo pesado tem sido, há pouco mais de uma década, tema de muitos estudos. O objetivo é considerar as ações dinâmicas de forma mais realista e definir novos critérios de projeto. Este trabalho contribui com um estudo teórico, por elementos finitos, sobre as respostas dinâmicas de pontes considerando a interação com as respostas do veículo. A interação entre ambos é tratada por meio do acoplamento das suas matrizes, e as respostas no tempo do sistema ponte/veículo acoplado são calculadas pelo método de Newmark. A estrutura é represent
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Melo, Ladislao Roger Ticona. "Estudo de efeitos dinâmicos de pontes ferroviárias considerando interação veículo-estrutura." Universidade de São Paulo, 2016. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-02122016-100030/.

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Este trabalho apresenta o estudo dos efeitos dinâmicos de duas pontes ferroviárias para trens de carga pesada e trens de alta velocidade considerando a interação veículo-estrutura. O estudo centrou-se principalmente no desenvolvimento de uma metodologia iterativa para a simulação do fenômeno de interação. Em seguida, a metodologia desenvolvida foi utilizada para analisar a ponte Suaçuí (Brasil) e a ponte Antuã (Portugal), e para realizar um estudo paramétrico para avaliar o comportamento não linear da interface via-estrutura de algumas tipologias de pontes ferroviárias. A fim de entender os pr
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WU, Jun-Seng, and 吳俊賢. "Study on Vehicle/Bridge Interaction Dynamics for Military Vehicles Passing Highway Bridges." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/49326269761202012975.

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碩士<br>國防大學理工學院<br>軍事工程碩士班<br>101<br>Bridges extend the functions of the roads and they also help to enhance the mobility of the troop transportation. The functions, models and the carrying capacities of military transportations are different from civilian ones. However, with developing varities of transportation vehicles, the research on the dynamic reaction between vehicle systems and bridges is worth for further study. The research established a movement formula for a single moving vehicle system, based on spring, damper, unspring mass and spring mass, passes through bridge at a constant spe
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O, Hsun-Wen, and 歐薰雯. "Vibration Analysis of Bridge-Vehicle Interaction of Bridges Subjected to Random Moving Vehicle." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/60839377225288536704.

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碩士<br>國立高雄第一科技大學<br>營建工程所<br>93<br>The problem of calculating the dynamic response of a distributed parameter system excited by a moving oscillator with random initial velocity and vehicle body mass is investigated. The vehicle, including the driver and passenger, is modeled as a half-car planar model, which is moving on a wide span uniform bridge modeled in the form of a simply supported Euler-Bernoulli beam. The system response is a stochastic process although its characteristics are assumed to be deterministic. By adopting the Galerkin’s method, a set of approximate governing equations of m
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Books on the topic "Vehicle–bridge interaction"

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Vehicle-bridge interaction dynamics: With applications to high-speed railways. World Scientific, 2005.

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Yang, Y. B., J. D. Yau, and Y. S. Wu. Vehicle–Bridge Interaction Dynamics. WORLD SCIENTIFIC, 2004. http://dx.doi.org/10.1142/5541.

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Yang, Y. B., J. D. Yau, and Y. S. Wu. Vehicle-Bridge Interaction Dynamics: With Applications To High-Speed Railways. World Scientific Publishing Company, 2004.

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Book chapters on the topic "Vehicle–bridge interaction"

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Zhang, N., H. Xia, and J. W. Zhan. "Dynamic analysis of vehicle-bridge-foundation interaction system." In Environmental Vibrations: Prediction, Monitoring, Mitigation and Evaluation (ISEV 2005). CRC Press, 2021. http://dx.doi.org/10.1201/9781003209379-22.

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Akhila, S., and Durgaprasad Janjanam. "Analysis of Interaction-Dynamics Between Vehicle and Bridge." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-2826-9_37.

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Liu, Yi, John MacDonald, and Dario Di Maio. "Modal Parameter Identification from Measurements of Vehicle-Bridge Interaction." In Conference Proceedings of the Society for Experimental Mechanics Series. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-74421-6_33.

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Nishiyama, S. "Computatinal Human Dynamics of Vehicle-Passenger Dynamic Interaction on a Highway Bridge." In Computational Mechanics ’95. Springer Berlin Heidelberg, 1995. http://dx.doi.org/10.1007/978-3-642-79654-8_435.

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Nguyen-Xuan, T., Y. Kuriyama, and T. Nguyen-Duy. "Stationary Random Vibration Analysis of Dynamic Vehicle-Bridge Interaction Due to Road Unevenness." In Proceedings of the International Conference on Advances in Computational Mechanics 2017. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-10-7149-2_78.

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Shih, J. Y., C. Y. Wang, and R. Z. Wang. "Dynamic Analysis of the Vehicle-Track-Bridge Interaction Using Vector Form Intrinsic Element Method." In Proceedings of the 1st International Workshop on High-Speed and Intercity Railways. Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-27963-8_24.

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Wu, S. Q., and S. S. Law. "A Stochastic Finite Element Model with Non-Gaussian Properties for Bridge-Vehicle Interaction Problem." In Computational Structural Engineering. Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-2822-8_49.

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Nunia, Bindesh, Satyabrata Choudhury, and J. Prashanth. "Dynamic Analysis of a Vehicle Bridge Interaction System Under Simultaneous Vertical Excitation from Train Induced Ground Vibration and Moving Vehicle." In Structural Integrity. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-98335-2_8.

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Abuodeh, Omar R., and Laura Redmond. "A Framework for Developing Efficient Vehicle-Bridge Interaction Models Within a Commercial Finite Element Software." In Conference Proceedings of the Society for Experimental Mechanics Series. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-05449-5_8.

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Hu, Qi, and Di Su. "Monitoring-Based MBS-FEM Analysis Scheme for Wind-Vehicle-Bridge Interaction System and Experimental Validation." In Lecture Notes in Civil Engineering. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-93236-7_56.

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Conference papers on the topic "Vehicle–bridge interaction"

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Yang, Yeong-bin. "Research on Vehicle-Bridge Interaction Dynamics since 1990s." In IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.0001.

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&lt;p&gt;Impact factors that are more rational for bridges were proposed in 1995 using the vehicle-bridge interaction (VBI) element derived, by which the term VBI first appeared. Resonance and cancellation conditions were proposed for highspeed (HS) railway bridges, by which the optimal span length L was proposed to be 1.5 times the carriage length. Based on the VBI, the vehicle scanning method (VSM) for extracting bridge frequencies was proposed in 2004, which was followed by a huge amount of research not restricted to our research group, but all over the world. Extension was made to construc
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Zhong, Hai, and Mijia Yang. "Effect of Prestress on Bridge–Vehicle Interactions." In ASME 2015 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/imece2015-51757.

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Prestress applied on bridges affects the dynamic interaction between bridges and vehicles traveling over them. In this paper, the prestressed bridge is modeled as a beam subjected to eccentric prestress force at the two ends, and a half-vehicle model with 4 degrees of freedom is used to represent the vehicle passing the bridge. A new bridge–vehicle interaction model considering the effect of prestress with eccentricity is developed through the principle of virtual work. The correctness and accuracy of the model are validated with literature results. Based on the developed model, numerical simu
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He, Haoxiang, Yongwei Lv, and Enzhen Han. "Health Monitoring Strategy for Bridge Considering Vehicle-Bridge Interaction." In 10th Asia Pacific Transportation Development Conference. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413364.075.

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Jaksic, Vesna, Vikram Pakrashi, and Alan O’Connor. "Employing Surface Roughness for Bridge-Vehicle Interaction Based Damage Detection." In ASME 2011 International Mechanical Engineering Congress and Exposition. ASMEDC, 2011. http://dx.doi.org/10.1115/imece2011-64744.

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Damage detection and Structural Health Monitoring (SHM) for bridges employing bridge-vehicle interaction has created considerable interest in recent times. In this regard, a significant amount of work is present on the bridge-vehicle interaction models and on damage models. Surface roughness on bridges is typically used for detailing models and analyses are present relating surface roughness to the dynamic amplification of response of the bridge, the vehicle or to the ride quality. This paper presents the potential of using surface roughness for damage detection of bridge structures through br
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Hu, Qi, and Di Su. "FEM-MBS Scheme for Ride Comfort Analysis of Vehicle-Bridge Interaction." In IABSE Conference, Seoul 2020: Risk Intelligence of Infrastructures. International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/seoul.2020.131.

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&lt;p&gt;This study presents a combined method that integrates the FEM (Finite Element Method) and MBS (Multiple Body Simulation) to analyze the ride comfort in the Vehicle-Bridge (VB) interaction system. To solve the vehicles’ responses accurately and efficiently, in this study a new double- dummy coupling method is used to simulate the VB Interaction. Furthermore, other influence factors like tire model, wind force, and road roughness influences are taken into account together. After validating by measurement data, vehicular ride comfort condition is evaluated by the ISO 2631-1 standard, inc
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Stoura, C., and E. Dimitrakopoulos. "Effect of Vehicle-Bridge-Interaction on the Vibration of the Bridge." In 14th WCCM-ECCOMAS Congress. CIMNE, 2021. http://dx.doi.org/10.23967/wccm-eccomas.2020.127.

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Melcer, Jozef, and Daniela Kuchárová. "Vehicle - Bridge interaction, comparison of two computing models." In INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS (ICNAAM 2016). Author(s), 2017. http://dx.doi.org/10.1063/1.4992418.

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Tanabe, Makoto, Hajime Wakui, and Nobuyuki Matsumoto. "An Efficient Numerical Method for Dynamic Interaction Analysis of High-Speed Shinkansen Vehicles, Rail, and Bridge." In ASME 1994 International Computers in Engineering Conference and Exhibition and the ASME 1994 8th Annual Database Symposium collocated with the ASME 1994 Design Technical Conferences. American Society of Mechanical Engineers, 1994. http://dx.doi.org/10.1115/cie1994-0445.

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Abstract This paper describes a finite element formulation to solve for the combined dynamic behavior of Shinkansen (bullet train) vehicles, irregular rails, and bridges. A mechanical model for interactions between a wheel and an irregular rail is discussed. The bridge is modeled by use of various finite elements. An efficient numerical method, based on modal analysis and exact time integration, is described for solving the nonlinear equations of motion of the Shinkansen vehicle and bridge. The convergence of the exact time integration scheme is discussed and compared with a previous numerical
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Mikheev, G., E. Krugovova, and R. Kovalev. "Railway vehicle and bridge interaction: some approaches and applications." In COMPRAIL 2010. WIT Press, 2010. http://dx.doi.org/10.2495/cr100551.

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Kim, Hee Ju, Eun Sang Cho, Jun Su Ham, Ki Tae Park, and Tae Heon Kim. "Development of a numerical model for vehicle-bridge interaction analysis of railway bridges." In SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring, edited by Jerome P. Lynch. SPIE, 2016. http://dx.doi.org/10.1117/12.2218784.

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