Relevant bibliographies by topics / Dynamic response of a continuous bridge

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

Academic literature on the topic 'Dynamic response of a continuous bridge'

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

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Journal articles on the topic "Dynamic response of a continuous bridge"

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Grace, Nabil F., and John B. Kennedy. "Dynamic response of two-span continuous composite bridges." Canadian Journal of Civil Engineering 15, no. 4 (1988): 579–88. http://dx.doi.org/10.1139/l88-078.

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With the continuing trend towards lighter and more flexible continuous composite bridges, problems of vibration are becoming increasingly more important. Furthermore, fatigue cracking can be a real problem in such bridges when subjected to several thousands of resonance cycles over its life. In this paper the dynamic response of continuous composite bridges and the influence of repeated loading at resonance frequency on the structural response are investigated. A closed-form series solution based on orthotropic plate theory is developed to predict the natural frequencies of two-span continuous
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Ma, Min Jing. "Dynamic Load Test Analysis for Continuous Steel Bridge." Applied Mechanics and Materials 275-277 (January 2013): 1078–81. http://dx.doi.org/10.4028/www.scientific.net/amm.275-277.1078.

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Bridge dynamics is an important topic in the development of the modern Bridges. It not only can reflect the mechanical performance of the bridge structure under the action of vehicle load, but also reveals system influences on the bridge structure under seismic action. But in order to supplement the shortage of the pure theoretical mechanics model, we need to do some tests to improve the research that is also the most reliable method. Illustrated by the example of a viaduct (continuous steel box girder-bridge) in Taiyuan, the testing span is loaded and tested. We analyze the structure using th
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Sheng, Ke Jian, and Zong Lin Wang. "Evaluation for Dynamic Performance of Simple-Continuous Bridge." Advanced Materials Research 250-253 (May 2011): 1360–65. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.1360.

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It is necessary to study the dynamic responses of simple-continuous bridges under traveling vehicles action, which may benefit the improvement of their dynamic performances. According to “Standard Design Drawings” issued by Ministry of Communications of PRC, this paper considers the alterations of span length, decking width and sectional style and the differences of vehicle model and traveling speed, and calculates separately dynamic response of these structures with the “vehicle-bridge coupled vibration program”. As two key influential factors, vibration amplitude and acceleration are applied
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Tian, Li, and Fei Huang. "Numerical Simulation for Progressive Collapse of Continuous Girder Bridge Subjected to Ship Collision Based on Three-Stage Simulation Method." Advanced Materials Research 790 (September 2013): 362–66. http://dx.doi.org/10.4028/www.scientific.net/amr.790.362.

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Three-stage simulation method [ was adopted to simulate the collapse process of a continuous girder bridge after being impacted by ship with considering pile-soil dynamic interaction and bridges initial stress before collision. The deformation, distribution of stress and responses of bridge were emphatically analyzed in this paper, which revealed the dynamic response and collapse mechanism of continuous girder bridge under impact load.
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Nguyen, Xuan-Toan, Van-Duc Tran, and Nhat-Duc Hoang. "A Study on the Dynamic Interaction between Three-Axle Vehicle and Continuous Girder Bridge with Consideration of Braking Effects." Journal of Construction Engineering 2017 (March 15, 2017): 1–12. http://dx.doi.org/10.1155/2017/9293239.

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Continuous girder bridges become increasingly popular because of the rapid development of highway throughout the world. Most of previous researches on vibration analysis of a multispan continuous bridge subject to complex traffic loading and vehicle dynamic interaction focus on the girder displacement not considering braking effects. In current literature, few studies have discussed the effects of braking on continuous girder bridges. In this study, we employ the finite element method (FEM) to investigate the dynamic response of continuous girder bridge due to three-axle vehicle. Vertical reac
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Peng, An-Ping, Han-Cheng Dan, and Dong Yang. "Experiment and Numerical Simulation of the Dynamic Response of Bridges under Vibratory Compaction of Bridge Deck Asphalt Pavement." Mathematical Problems in Engineering 2019 (July 10, 2019): 1–16. http://dx.doi.org/10.1155/2019/2962154.

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Vibratory compaction of bridge deck pavement impacts the structural integrity of bridges to certain degrees. In this study, we analyzed the dynamic response of different types of concrete-beam bridges (continuous beam and simply supported beam) with different cross-sectional designs (T-beam and hollow-slab beam) under vibratory compaction of bridge deck asphalt pavement. The dynamic response patterns of the dynamic deformation and acceleration of bridges under pavement compaction were obtained by performing a series of field experiments and a three-dimensional finite element simulation. Based
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Gou, Hongye, Xiaoyu Shi, Wen Zhou, Kai Cui, and Qianhui Pu. "Dynamic performance of continuous railway bridges: Numerical analyses and field tests." Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 232, no. 3 (2017): 936–55. http://dx.doi.org/10.1177/0954409717702019.

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In this study, a refined finite element model was built that represented the structural and mechanical properties of railway bridges. A coupled vehicle–bridge vibration model was established to simulate the dynamic behavior of the bridge under moving trains. Field tests were then conducted to determine the free vibration characteristics as well as the strain, displacement, and acceleration of the bridge structure under trains moving at different speeds and braking at a specified position from a set speed. The dynamic response of the bridge was found to increase with the train speed, but the ma
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Gao, Xin-Jun, Peng-Hui Duan, and Hui Qian. "Dynamic Response Analysis of Long-Span Continuous Bridge Considering the Effect of Train Speeds and Earthquakes." International Journal of Structural Stability and Dynamics 20, no. 06 (2020): 2040013. http://dx.doi.org/10.1142/s0219455420400131.

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In this paper, the dynamic response analysis of long-span continuous bridge under earthquake and train load was simultaneously performed. In order to clearly reveal the mechanism of vibration coupling between vehicles and highway long-span continuous bridge, a numerical model including soil foundation, vehicle and bridge under inclined seismic wave was established utilizing finite element software. The dynamic response of the bridge with different wave incident angles and different train speeds was numerically analyzed. The results show that the wave incident angles have a significant effect o
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Cheng, Yong Chun, Yu Ping Shi, and Guo Jin Tan. "Research on Temperature Effect on the Natural Frequencies of Continuous Beams Based on Stochastic Subspace Identification." Advanced Materials Research 706-708 (June 2013): 1545–48. http://dx.doi.org/10.4028/www.scientific.net/amr.706-708.1545.

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Natural frequencies are of great value to bridge structural design, health monitoring and detection. Related research data show that the ambient temperature can affect the natural frequencies of the continuous box-girder bridges. In order to research the effect of temperature on the bridge structure and conclude the influence law, theoretical analysis of temperature effect on the natural frequencies of the continuous box girder bridges is conducted based on the stochastic subspace identification. First, the finite element model of the bridge is built to conduct thermal-structural coupling anal
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Xie, Kai Zhong, Guang Qiang Chen, and Li Lin Wei. "A Damage Model for Collapse-Mechanism of Long-Span and High-Pier Continuous Rigid Frame Bridges." Advanced Materials Research 219-220 (March 2011): 1431–35. http://dx.doi.org/10.4028/www.scientific.net/amr.219-220.1431.

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Collapse-mechanism analysis can simulate that bridges enter strong elasto-plastic and large displacement response and collapses phase, so that it is very important for the seismic design of bridges. In this paper, a damage model of reinforced concrete is introduced, and dynamic response and collapse of long span and high-pier continuous rigid frame bridge during strong earthquake is studied with damage model of reinforced concrete by the explicit dynamic analysis code (LS-DYNA). The simulation results indicate the development of the concrete elements from cracking to failure and the bridge fro
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Dissertations / Theses on the topic "Dynamic response of a continuous bridge"

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Mohammadi, M. Sajad, and Rishiraj Mukherjee. "Wind Loads on Bridges : Analysis of a three span bridge based on theoretical methods and Eurocode 1." Thesis, KTH, Bro- och stålbyggnad, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-125349.

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The limitations lying behind the applications of EN-1991-1-4, Eurocode1, actions on structures-general actions-wind load-part 1-4, lead the structural designers to a great confusion. This may be due to the fact that EC1 only provides the guidance for bridges whose fundamental modes of vibration have a constant sign (e.g. simply supported structures) or a simple linear sign (e.g. cantilever structures) and these modes are the governing modes of vibration of the structure. EC1 analyzes only the along-wind response of the structure and does not deal with the cross wind response. The simplified me
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Yeung, Wang Tat. "Bridge monitoring strategy using measured dynamic response and neural networks." Thesis, University of Bristol, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.313012.

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Swan, Iain Peter. "The efffect of elastomeric bearing degradation on bridge dynamic response." Thesis, Edinburgh Napier University, 2006. http://researchrepository.napier.ac.uk/Output/3800.

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The dynamic response of highway bridges is a topic that has been thoroughly researched over many years. However, understanding of how the dynamic response of bridges is affected by the performance of their bearings over an extended period of time is, at present, not clearly defined. Although health monitoring of bridge structures is relatively advanced, the scope for further research is wide. The study presented in this thesis contains research on plate structures; ranging from a simple Euler-Bernoulli method to determine natural frequencies; modal analysis of a plate structure in the laborato
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Igwemezie, Jude O. "Dynamic response and impact effects in precast, prestressed concrete bridge ties." Thesis, McGill University, 1987. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=74056.

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Jinka, Chandra Sekhar. "Dynamic response evaluation of fiber reinforced composite bridge decks and bridges." Morgantown, W. Va. : [West Virginia University Libraries], 2003. http://etd.wvu.edu/templates/showETD.cfm?recnum=3182.

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Thesis (M.S.)--West Virginia University, 2003.<br>Title from document title page. Document formatted into pages; contains xvi, 167 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 144-148).
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Jaroo, Amer S. "Bridge Load Rating Using Dynamic Response Collected Through Wireless Sensor Networks." Youngstown State University / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=ysu1391692831.

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Hamid, Hiwa F. "Bridge Condition Assessment Using Dynamic Response Collected Through Wireless Sensor Networks." Youngstown State University / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=ysu1391776500.

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Bui, Long Hoang. "Static versus dynamic structural response of bridge piers to barge collision loads." [Gainesville, Fla.] : University of Florida, 2005. http://purl.fcla.edu/fcla/etd/UFE0012240.

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Hendrix, Jessica Laine. "Dynamic analysis techniques for quantifying bridge pier response to barge impact loads." [Gainesville, Fla.] : University of Florida, 2003. http://purl.fcla.edu/fcla/etd/UFE0000859.

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Odden, Trine Hollerud, and Henrik Skyvulstad. "Wind-induced Dynamic Response and Aeroelastic Stability of a Suspension Bridge crossing Sognefjorden." Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for konstruksjonsteknikk, 2012. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-18637.

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This thesis is a feasibility study, with regards to aerodynamic stability, about the possibility of constructing a suspension bridge with a main span of 3700m over the Sogne Fjord in Norway. The design wind velocity for the Sogne Bridge is 64.2 m/s. A preliminary design is conducted to find the approximate dimensions for the bridge models with different cross sections. These bridges are then modeled in Abaqus in order to find the natural frequencies, vibration modes and mass properties. The key to calculating the critical velocity of the models is to include the aerodynamic derivatives of the
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Books on the topic "Dynamic response of a continuous bridge"

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Fornari, Fabio, and Antonio Mele. Stochastic Volatility in Financial Markets: Crossing the Bridge to Continuous Time (Dynamic Modeling and Econometrics in Economics and Finance). Springer, 2000.

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Tiwari, Sandip. Electromechanics and its devices. Oxford University Press, 2017. http://dx.doi.org/10.1093/oso/9780198759874.003.0005.

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Electromechanics—coupling of mechanical forces with others—exhibits a continuum-to-discrete spectrum of properties. In this chapter, classical and newer analysis techniques are developed for devices ranging from inertial sensors to scanning probes to quantify limits and sensitivities. Mechanical response, energy storage, transduction and dynamic characteristics of various devices are analyzed. The Lagrangian approach is developed for multidomain analysis and to bring out nonlinearity. The approach is extended to nanoscale fluidic systems where nonlinearities, fluctuation effects and the classi
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Arulkumaran, Nishkantha, and Maurizio Cecconi. Cardiac output assessment in the ICU. Oxford University Press, 2016. http://dx.doi.org/10.1093/med/9780199600830.003.0136.

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Haemodynamic monitoring facilitates effective resuscitation and the rapid assessment of the response to time-dependent vasoactive and fluid therapyin different shock states. Since the introduction of the pulmonary artery catheter, several minimally and non-invasive CO monitoring devices have been introduced to provide continuous monitoring and a dynamic profile of fluid responsiveness. Several of these monitors provide additional haemodynamic parameters including dynamic indices of preload and volumetric indices. Patient outcome is dependent accurate acquisition and interpretation of data and
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Book chapters on the topic "Dynamic response of a continuous bridge"

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Šilhavý, Miroslav. "The Dynamic Response." In The Mechanics and Thermodynamics of Continuous Media. Springer Berlin Heidelberg, 1997. http://dx.doi.org/10.1007/978-3-662-03389-0_13.

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Strømmen, Einar N. "BASIC THEORY OF STOCHASTIC DYNAMIC RESPONSE CALCULATIONS." In Theory of Bridge Aerodynamics. Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-13660-3_4.

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Strømmen, Einar N. "WIND INDUCED STATIC AND DYNAMIC RESPONSE CALCULATIONS." In Theory of Bridge Aerodynamics. Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-13660-3_6.

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Øiseth, Ole, Anders Rönnquist, Knut Andreas Kvåle, and Ragnar Sigbjörnsson. "Monitoring Wind Velocities and Dynamic Response of the Hardanger Bridge." In Conference Proceedings of the Society for Experimental Mechanics Series. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-15248-6_13.

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Faraonis, P., Frank Wuttke, and Volkmar Zabel. "Numerical and Experimental Identification of Soil-Foundation-Bridge System Dynamic Characteristics." In Dynamic Response of Infrastructure to Environmentally Induced Loads. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-56136-3_14.

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Shukla, P. J., and C. D. Modhera. "Dynamic Response of Cable Stayed Bridge Pylon Subjected to Blast Loading." In Advances in Structural Engineering. Springer India, 2014. http://dx.doi.org/10.1007/978-81-322-2190-6_38.

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Cahill, Paul, and Vikram Pakrashi. "Dynamic Response Equivalence of a Scaled Bridge Model Due to Vehicular Movement." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-73616-3_21.

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Sextos, Anastasios G., and Olympia Taskari. "An Intercontinental Hybrid Simulation Experiment for the Purposes of Seismic Assessment of a Three-Span R/C Bridge." In Dynamic Response of Infrastructure to Environmentally Induced Loads. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-56136-3_5.

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Sha, Deshang, and Guo Xu. "Dynamic Response Improvements of Parallel-Connected Bidirectional DC–DC Converters." In High-Frequency Isolated Bidirectional Dual Active Bridge DC–DC Converters with Wide Voltage Gain. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0259-6_12.

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Lekidis, Vassilios, Savvas Papadopoulos, Christos Karakostas, and Anastasios Sextos. "Monitored Incoherency Patterns of Seismic Ground Motion and Dynamic Response of a Long Cable-Stayed Bridge." In Computational Methods in Applied Sciences. Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-6573-3_2.

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Conference papers on the topic "Dynamic response of a continuous bridge"

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GAO, Xing-Jun, Kun WANG, and Ming-Yu LI. "Dynamic Response Analysis of Long-span Continuous Bridge under Earthquake and Train Loads." In 2014 International Conference on Mechanics and Civil Engineering (icmce-14). Atlantis Press, 2014. http://dx.doi.org/10.2991/icmce-14.2014.126.

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Tian, Xun. "Analysis of Dynamic Response of Continuous Rigid Frame Bridge during the Tunnel Blasting Excavation Process." In Proceedings of the 2019 3rd International Forum on Environment, Materials and Energy (IFEME 2019). Atlantis Press, 2019. http://dx.doi.org/10.2991/ifeme-19.2019.72.

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Fredriksen, Arnt G., Basile Bonnemaire, Halvor Lie, et al. "Comparison of Global Response of a 3-Span Floating Suspension Bridge With Different Floater Concepts." In ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/omae2016-54892.

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Several bridge concepts for crossing deep and wide fjords along E39 at the west coast of Norway have been developed the last years. One of the most challenging fjord crossing is suspected to be the crossing of Sulafjord, 3 to 5 km wide, 400 m deep and with presence of relatively large swell waves. A suspended floating bridge concept is a marine slender flexible structure with large volume elements as floating support. The hydrodynamic actions on the floaters is an additional excitation compared to a traditional suspended bridge with fixed piles. In order to assess the effects of this excitatio
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Chen, R., P. Wang, and X. P. Chen. "Influencing Factors of Dynamic Performance of Jointless Turnout on Bridge in High-Speed Railway." In 2010 Joint Rail Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/jrc2010-36114.

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Taking the case of 18# turnout (350km/h) laid on 6×32m continuous girder, a dynamic model for coupling system of vehicle and jointless turnout on bridge was established to analyze the factors that affected dynamic performance of jointless turnout on bridge, and several aspects were taken into consideration, i.e. train’s running quality, rail stress of turnout, vibration of turnout and bridge, and deformation, etc. It is shown that influenced by vibration and deformation of bridge, the train, turnout and bridge form a coupling vibration system, whose dynamic responses are stronger than those ca
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Smith, Frank J. "Smart Bridge: Autonomous Structural Integrity Monitor for Railroad Bridges." In 2020 Joint Rail Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/jrc2020-8062.

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Abstract This paper provides an introduction to Smart Bridge; a railroad bridge structural integrity monitoring system based on Continuous Fiber Optic Strain Sensing (CFOSS) technology. This design concept allows for the real time observation of how a bridge responds to dynamic loading and provides for autonomous reporting of abnormal structural conditions. The CFOSS technology can monitor the entire bridge and observe changes in the behavure of its structural elements. The structure is constantly monitored, both when the structure is at static load and when the bridge is supporting the load o
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Arena, Andrea, Walter Lacarbonara, and Pier Marzocca. "Unsteady Aerodynamic Modeling and Flutter Analysis of Long-Span Suspension Bridges." In ASME 2012 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/detc2012-70289.

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A parametric one-dimensional model of suspension bridges is employed to investigate their static and dynamic aeroelastic behavior in response to a gust load and at the onset of flutter. The equilibrium equations are obtained via a direct total Lagrangian formulation where the kinematics for the deck, assumed to be linear, feature the vertical and the chord-wise displacements of the deck mean axis and the torsional rotations of the deck cross sections, while preserving their shape during rotation. The cables elasto-geometric stiffness contribution is obtained by condensing the equilibrium in th
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Nour, Said I., and Mohsen A. Issa. "High Speed Rail Short Bridge-Track-Train Interaction Based on the Decoupled Equations of Motion in the Finite Element Domain." In 2016 Joint Rail Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/jrc2016-5785.

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The interaction between the train, track, and bridge was considered as an interaction between two decoupled subsystems. A first subsystem consisted of the train vehicle simulated as a four-wheelset mass-spring-damper system having two layers of suspensions and ten degrees of freedom. A second subsystem consisted of the track-bridge system assumed to be a top rail beam and a bottom bridge beam coupled by continuous springs and dampers representing the elastic properties of the trackbed smeared over the spacing of the railway ties. The bridge supports were assumed to be rigid or flexible. The eq
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Kallolimath, Sharan, and Jiang Zhou. "A Study on the Dynamic Response in Standardized Drop Test." In ASME 2012 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/imece2012-89728.

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For past several years, industries are carrying out board level drop tests to calibrate JEDEC board and improve on simulation in order to quantify the solder joint reliability performance of their products. It has not only become a difficult to simulate exact drop condition but also a challenging task to capture some of the important parameters such as board flexural rigidity, stiffness, resulting in non-uniform strain distribution throughout the test board. Previous simulations reveal unreliable stresses on all 15 components during predominate mode, which resulted in grouping of the component
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Ma, Hai-Bin, Wei-Dong Zhuo, Davide Lavorato, Gabriele Fiorentino, Camillo Nuti, and Fabio Sabetta. "SEISMIC RESPONSE ANALYSIS OF CONTINUOUS HIGHWAY BRIDGES UNDER NEAR-FAULT GROUND MOTIONS." In 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2017. http://dx.doi.org/10.7712/120117.5555.18040.

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Cheng, S. H., Tony Yen, and S. C. Huang. "Taiwan High Speed Rail Viaducts: A Seismic-Safety and Passenger-Comfort Design Approach." In 2010 Joint Rail Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/jrc2010-36129.

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The Taiwan High Speed Rail (HSR) line, running north ∼ south, is located at the western corridor of the island with a total length of 345 km., out of which 252 km. are continuous viaducts or bridges. This type of structure was chosen to eliminate on grade crossing for trains travelling at speed of 300 km/hr., this will also allow better land usage on either side of the line. Taiwan is a major earthquake zone, the imperative challenge for the planning and design of this world’s longest HSR viaducts is to provide controlled dynamic responses to the structure for operational safety and passenger
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Reports on the topic "Dynamic response of a continuous bridge"

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Hameed, Alaa. Dynamic Response of Highway Bridge Superstructures Subjected to Wave Action: Experimental Analysis and Numerical Modeling. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.7361.

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